Estimate For Toll Plaza 16112015 [PDF]

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M. P. PUBLIC WORKS DEPARTMENT, NH DIVISION, INDORE DETAILED ESTIMATE FOR TOLL PLAZA 1 Name of work

:-

Detailed Estimate for Toll Plaza of Two Lane Paved Shoulder i/c Construction of Bridges Culvert in Km. 24-92 on NH-59A (Indore – Betul Road )

2 Location

:-

In km. 26/6 & 71/6

3 Provisions

:-

Following Provision are made in detailed estimate as per IRC - SP:73 2007, section 10 :1- Location of Toll Plaza (10.2) :(i) Land availabilty - n km. 26 & 71 the clear ROW is 30.00 meter available and remaning extra land required is 30.00 meter, so provision of land acquition for 300 m x 30 m = 0.90 hectare made in this estimate. (ii) Stream of traffic on Toll Plaza - In reach of Km. 24 to 92 the main junctions are in km. 34, 43, 55, 70, so we provide one toll plaza in km. 26/6 & one on km. 71/6, so no leakage from toll plaza points. (iii) Visibility for approaching traffic - Both location of toll plaza located at straight reach, so approach for traffic safely visible. (iv) Resonably away from road intersection and /or rail crossing :- Both location of Toll Plaza Resonably away from road intersection and /or rail crossin (v) Free from Risk of flooding and submergence :- Both toll plaza free from risk of flodding and submergance. 2- Land for Toll Plaza (10.3) :In km. 26 & 71 the clear ROW is 30.00 meter available and remaning extra land required is 30.00 meter, so provision of land acquition for 300 m x 30 m = 0.90 hectare made in this estimate. 3- Layout and design of Toll Plaza (10.4) :Layout and design of Toll Plaza as per IRC - SP 73 : 2007. 4- Toll Booths (10.5) :The Toll Booths provisions are as per typical detailes of Toll Booth are given in figure 10.2 of IRC - SP 73 : 2007. 5- Road Works (10.6) :The Road works for Rigid Pavements as per IRC : 58. 6- Traffic Signs (10.7) :The Traffic Signs at the Toll Plaza provided as per IRC : 67, as instructed in IRC - SP 73 : 2007 (for Toll Plaza).

7- Road Marking (10.8) :The Road Marking shall be in accordance of with the provision of IRC : 35 . 8- Toll Plaza Complex (10.9) :The size of office complex as per minimum requirement of facilities such as toilet, bathroom, store, rest room, traffic aidpost, medical aidpost etc. 9- Check / Barrier Gate (10.10) :A boom barrier electrically operated placed at the exist of each lane. 10- Lighting (10.11) :At the Toll Plaza complex continuous and reliable electric supply system for efficient functioning, made in the estimate, like interier & exterier lighting, Highmast lighting, lighting for both approaches, canopy lighting, backup arrangemement, highway lighting arround toll plaza.

11- Water Supply (10.12) :Adequate water supply shall be provided for working out water requirement and internal drainage system, made in the estimate. 12- Fighter Fighting System (10.13) :Protection from fire hazarad the adequate fire protection arrangement made in the estimate. 4 Rates

:-

The rates are based on Schedule of Rates of Road & Bridge Work w.e.f 03/11/2014 & Building works SOR w.e.f. 01/08/2014 issued by Engineer In Chief MP PWD Bhopal (MP) and ammended up to date and the rates which are not included in SOR, has been taken from Acutal Market Rate.

5 Specification

:-

MORT&H specification for road and bridge with up to date ammendment , 5th revisions shall be applicable and as per IRC : SP-73, 2007.

M. P. PUBLIC WORKS DEP DETAILED ESTI

On NH-59A

Location of Toll Plaza - As per IRC SP S.No.

SOR Item / Page No.

1

2

10.3

10.4

10.5

10.15.2 / Page - 181 Building SOR

S.No.

SOR Item / Page No.

1

2

10.15.2 / Page - 181 Building SOR

10.6

S.No.

SOR Item / Page No.

1

2

1

3.11 / Page - 18

2

2.2 / Page - 13

3

3.4 / Page - 15

S.No.

SOR Item / Page No.

1

2

3.13 / Page -16

4.12 / Page - 23

6.1 / Page - 33

S.No.

SOR Item / Page No.

1

2

6.3 / Page 26

6.12 / Page - 35

S.No.

SOR Item / Page No.

1

2

4.13 / Page - 23

12.1 / Page - 58

12.3 / Page - 58

13.7 / Page - 66

S.No.

SOR Item / Page No.

1

2

13.9 / Page - 66

12.8 / Page - 59

12.31 / Page - 62

8.11 / Page - 44

10.7

S.No.

SOR Item / Page No.

1

2

8.7 / Page - 43

S.No.

SOR Item / Page No.

1

2

8.17 / Page - 45

8.28 / Page - 47

10.8 8.15 / Page - 44

S.No.

SOR Item / Page No.

1

2

10.9 10.10

10.11

10.12

10.13

S.No.

SOR Item / Page No.

1

2

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

M. P. PUBLIC WORKS DEPARTMENT, DETAILED ESTIMATE FOR

On NH-59A (Indore – Betu

Location of Toll Plaza - As per IRC SP-73 2007 SE Description of Item 3

Land for Toll Plaza As per Drawing 10.1 (Land Required for Toll Plaza is 300 Meter x 60 Meter = 18000 Square Meter - Land Avilable 300 Meter x 30 Meter = 9000 Total Land Reqiured for Land Acquition = 18000 - 9000 = 9000 Square Meter = 0.90 Hectare

Layout for Design of Toll Plaza Typical Layout plan of 2 + 2 Toll Plaza is given in figure 10.1 (Attached) Toll Booth Supply and installation of toll booths of size 2.50 x 1.8 with porta cabin / container as per drg. & technical specifications directed by the engineer. Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes. (1) For MS Pipe 110 mm 60 meter @ 15.86 Kg/Rmt = 951.60 Kg Westage 5 %

Description of Item 3

Toll Plaza Automation System Providing & constructing of Toll Plaza Automation system at Toll Plaza location i.e. Automatic lane, closer, toll island, toll lane camera, toll booth camera, siren, plastic speed breaker, automatic vehicle conunter & classifier etc. Amout of Toll Plaza Complex Cost = 5824443.00 Rates as per norms of CPWD New Delhi S. No. 3.64, 3.66 (0.50 % + 0.50 % = 1%) of Total Cost of the Toll Plaza complex (Copy Attached) Toll booth Protection work Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes. (1) For MS Pipe 110 mm 26.80 meter @ 15.86 Kg/Rmt (1) For Toll Both Protection 4 Nos. x 2.8 x 0.9 x 1.2 @ 15.86 Kg/Rmt Westage 5 % Road Work

Description of Item 3

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. A) In area of light jungle

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Description of Item 3

Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meetrequirement of table 300-1, 300-2 and as per relevent clauses of section-300. Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (i) For 53 mm maximum size (34+10)/2 = 22.00 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

Description of Item 3

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.)

Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. (I) Mild Steel - Dowel Bar 32 mm @ 300 mm c/c length 500 mm 2 x 5300 x 0.50 x 3.858 x 28 x 0.50 = (II) Tor steel - Tie Bar - 12 mm Dia 700 mm long & 500 mm c/c (2 x 3300 x 0.70) @ 0.888 Kg /MT

Description of Item 3

Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. (B) Hard Shoulders (CBR value >12) RCC Road Side Covered Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in) (B) Mechanical Means (i) Depth upto 3 m

Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. BOTTOM SIDES (0.20 + 0.15)/2 = 0.18 Cover Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600. AREA=(600X1.10)+(2X600X0.8)+(600X1.10) = 2280 SQM STEEL @ 5KG/SQM i.e. 2280x5.0 = 11400 Kg

Description of Item 3

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/ PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Toll Plaza Island Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . (C) RCC Grade M20 for Other Island For Central Island

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. 43.84 @ 80 Kg from Above Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Traffic Sign

Description of Item 3

Direction and Place Identification signs with size more than 0.9 sqm size board. ((Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity MicroPrismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 4500x4500x600 The ACM sheet shall be fixed to the post with minimum two number breakaway bolts.

(T1) Cantilever gantry sign for Toll Road strart (T2) Cantilever gantry sign for Toll Gate 1.0 Km (T3) Kerb sign for Toll Gate 500 m and toll rates (T3) Kerb sign for Toll Gate 500 m and toll rates (T4) Kerb sign for exempt vehicles (T5) Kerb sign for pictorial depiction of toll rates (T6) Kerb sign for exempt and over size vehicles lane direction sign (T7) Sign near the tollbooths displaying toll rates, exempt vehicles and complaint telephone number & address (T8) Cantilever gantry sign for toll road ends

Description of Item 3

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. At Every 20 meter c/c Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 At every 30 meter c/c At Every 2.00 meter interval Road Marking Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.) Bar Marking Diagonal Marking (12.0 Sqm) White Stip

Description of Item 3

Centre Line Marking Edge Line Toll Plaza Complex Check Barrier Gate Providing and installing electranic barrier gate as per additional technical specification and as directed by Engineer-in-charge Lighting Lighting arrangement at Toll Plaza area inculding High Mast light as per additional technical standard and as directed by Engineer-incharge Amout of Toll Plaza Complex Cost = 5824443.00 Rates as per norms of CPWD New Delhi S. No. 3.2, 3.5, 3.6.1 (5.00 % + 15.00 + 4.00 % = 24.00%) of Total Cost of the Toll Plaza complex (Copy Attached) Rates as per norms of CPWD New Delhi S. No. 2.9.2 (Copy Attached) Water Supply Construction of internal electrification, water supply for administration block, rest house including necessary furniture, IT Equipment etc.

Fire Fightening System Area of Toll Plaza Complex (G.F. + F.F.) 2 x (11.52 x 12.116) = 279.16 Sqm

Description of Item 3

Rates as per norms of CPWD New Delhi S. No. 2.9.2 (Copy Attached)

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

NT, NH DIVISION, INDORE OR TOLL PLAZA

Betul Road )

SECTION 10.2 ON KM. 26/6 & 71/6 No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1

0.90

Hectare

1

5.00

Sqm

5

Kg Kg

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

Total

Kg

Rmt Rmt Kg Kg Total

Kg

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1

300

7.00

Sqm

1

50

40.00

Sqm

2

125

40.00

Sqm Hectare Deduct Hectare Total Area Hectare

1

300

40.00

0.150

Cum

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1

300

37.00

0.500

Cum

1 2

50 125

34.00 22.00

0.200 0.200 Cum

1

50

34.00

0.150

1

125

22.00

0.150 Cum

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1

50

34.00

0.340

1

125

22.00

0.340 Cum

Mt Mt

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

2

300

3.20

0.690

Cum

2

300.00

1.30

1.00

Cum

2 4 2

300.00 300.00 300.00

1.30 0.18 1.00

0.15 0.85 0.15 TOTAL

117.00 178.50 90.00 Cum

Tonne

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

300

0.20

4 1 4 2

23.70 22.40 1.30 1.30

Meter

1.800 1.800 1.230 0.150

0.200 0.200 0.200 0.960 Cum

Tonne

6X2

1.30

0.800

Sqm

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

2 2 2 2 2 2 2

3.40 2.70 2.00 2.70 3.40 7.00 1.00

1.70 2.30 1.20 2.30 1.70 4.30 1.20

2 2

1.00 3.40

1.20 1.70 Sqm

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

4

15

2 5

10 150

Each

Each

2x25 5x2 2x5

7.50 12 30

0.300 0.100

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1 2

33 300

3.000 0.150

0.100 Sqm

As per Estimate Attached Seprately

6

Nos

Sqm

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

Sub Divisional Officer PWD NH Sub Division Indore/Kannod (M.P.)

Executive Engineer PWD NH - Division Indore (M.P.)

6 Quantity 9

0.90

5.00

4758.00 237.90

Quantity 9

4995.90

26.80 53.60 1275.144 63.76 1338.90

Quantity 9

2100.00

2000.00 10000.00 12.00 2.10 9.90

1800.00

Quantity 9

5550.00

340.00 1100.00 1440.00

255.00 412.50 667.50

Quantity 9

578.00 935.00 1513.00

20.40 4.10

Quantity 9

1324.80

780.00

117.00 178.50 90.00 385.50

11.40

Quantity 9

60.00

34.13 8.06 1.28 0.37 43.84

3.51

12.48

Quantity 9

11.56 12.42 4.80 12.42 11.56 60.20 2.40 2.40 11.56 129.32

Quantity 9

60.00

20.00 750.00 770.00

112.50 120.00 30.00

Quantity 9

10.000 90.00 362.500

6.00

750.00

Quantity 9

utive Engineer D NH - Division ndore (M.P.)

M. P. PUBLIC WORKS DEPAR ABSTRACT F

On NH-59A (In

Location of Toll Plaza - As per IRC SP-7 S.No.

SOR Item / Page No.

1

2

10.3

10.4

10.5

10.15.2 / Page - 181 Building SOR

S.No.

SOR Item / Page No.

1

2

10.15.2 / Page - 181 Building SOR

10.6

S.No.

SOR Item / Page No.

1

2

1

3.11 / Page - 18

2

2.2 / Page - 13

3

3.4 / Page - 15

S.No.

SOR Item / Page No.

1

2

3.13 / Page -16

4.12 / Page - 23

6.1 / Page - 33

S.No.

SOR Item / Page No.

1

2

6.3 / Page 26

6.12 / Page - 35

4.13 / Page - 23

S.No.

SOR Item / Page No.

1

2

12.1 / Page - 58

12.3 / Page - 58

13.7 / Page - 66

13.9 / Page - 66

S.No.

SOR Item / Page No.

1

2

12.8 / Page - 59

12.31 / Page - 62

8.11 / Page - 44

10.7

S.No.

SOR Item / Page No.

1

2

8.7 / Page - 43

S.No.

SOR Item / Page No.

1

2

8.17 / Page - 45

8.28 / Page - 47

10.8 8.15 / Page - 44

S.No.

SOR Item / Page No.

1

2

10.9 10.10

10.11

10.12

10.13

S.No.

SOR Item / Page No.

1

2

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

M. P. PUBLIC WORKS DEPARTMENT, NH ABSTRACT FOR TOLL P

On NH-59A (Indore – Betul R

cation of Toll Plaza - As per IRC SP-73 2007 SECT Description of Item 3

Land for Toll Plaza As per Drawing 10.1 (Land Required for Toll Plaza is 300 Meter x 60 Meter = 18000 Square Meter - Land Avilable 300 Meter x 30 Meter = 9000 Total Land Reqiured for Land Acquition = 18000 - 9000 = 9000 Square Meter = 0.90 Hectare

Layout for Design of Toll Plaza Typical Layout plan of 2 + 2 Toll Plaza is given in figure 10.1 (Attached) Toll Booth Supply and installation of toll booths of size 2.50 x 1.8 with porta cabin / container as per drg. & technical specifications directed by the engineer. Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes. (1) For MS Pipe 110 mm 60 meter @ 15.86 Kg/Rmt = 951.60 Kg Westage 5 %

Description of Item 3

Tota Toll Plaza Automation System Providing & constructing of Toll Plaza Automation system at Toll Plaza location i.e. Automatic lane, closer, toll island, toll lane camera, toll booth camera, siren, plastic speed breaker, automatic vehicle conunter & classifier etc. Amout of Toll Plaza Complex Cost = 5824443.00 Rates as per norms of CPWD New Delhi S. No. 3.64, 3.66 (0.50 % + 0.50 % = 1%) of Total Cost of the Toll Plaza complex (Copy Attached) Toll booth Protection work Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes. (1) For MS Pipe 110 mm 26.80 meter @ 15.86 Kg/Rmt (1) For Toll Both Protection 4 Nos. x 2.8 x 0.9 x 1.2 @ 15.86 Kg/Rmt Westage 5 %

Tota Road Work

Description of Item 3

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. A) In area of light jungle

###

### Deduct Total Area Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Description of Item 3

Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meetrequirement of table 300-1, 300-2 and as per relevent clauses of section-300. Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (i) For 53 mm maximum size (34+10)/2 = 22.00 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

###

Description of Item 3

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.)

### Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. (I) Mild Steel - Dowel Bar 32 mm @ 300 mm c/c length 500 mm 2 x 5300 x 0.50 x 3.858 x 28 x 0.50 = (II) Tor steel - Tie Bar - 12 mm Dia 700 mm long & 500 mm c/c (2 x 3300 x 0.70) @ 0.888 Kg /MT Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. (B) Hard Shoulders (CBR value >12)

Description of Item 3

RCC Road Side Covered Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in) (B) Mechanical Means (i) Depth upto 3 m

### Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. BOTTOM SIDES (0.20 + 0.15)/2 = 0.18 Cover

TOTA Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600. AREA=(600X1.10)+(2X600X0.8)+(600X1.10) = 2280 SQM STEEL @ 5KG/SQM i.e. 2280x5.0 = 11400 Kg Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/ PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Description of Item 3

Toll Plaza Island Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . (C) RCC Grade M20 for Other Island For Central Island

### ### Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. 43.84 @ 80 Kg from Above Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces 6X Traffic Sign

Description of Item 3

Direction and Place Identification signs with size more than 0.9 sqm size board. ((Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity MicroPrismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 4500x4500x600 The ACM sheet shall be fixed to the post with minimum two number breakaway bolts.

(T1) Cantilever gantry sign for Toll Road strart (T2) Cantilever gantry sign for Toll Gate 1.0 Km (T3) Kerb sign for Toll Gate 500 m and toll rates (T3) Kerb sign for Toll Gate 500 m and toll rates (T4) Kerb sign for exempt vehicles (T5) Kerb sign for pictorial depiction of toll rates (T6) Kerb sign for exempt and over size vehicles lane direction sign (T7) Sign near the tollbooths displaying toll rates, exempt vehicles and complaint telephone number & address (T8) Cantilever gantry sign for toll road ends

Description of Item 3

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.

At Every 20 meter c/c Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 At every 30 meter c/c At Every 2.00 meter interval Road Marking Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.) Bar Marking Diagonal Marking (12.0 Sqm) White Stip Centre Line Marking

Description of Item 3

Edge Line Toll Plaza Complex Check Barrier Gate Providing and installing electranic barrier gate as per additional technical specification and as directed by Engineer-in-charge Lighting Lighting arrangement at Toll Plaza area inculding High Mast light as per additional technical standard and as directed by Engineer-in-charge Amout of Toll Plaza Complex Cost = 5824443.00 Rates as per norms of CPWD New Delhi S. No. 3.2, 3.5, 3.6.1 (5.00 % + 15.00 + 4.00 % = 24.00%) of Total Cost of the Toll Plaza complex (Copy Attached) Rates as per norms of CPWD New Delhi S. No. 2.9.2 (Copy Attached) Water Supply Construction of internal electrification, water supply for administration block, rest house including necessary furniture, IT Equipment etc.

Fire Fightening System Area of Toll Plaza Complex (G.F. + F.F.) 2 x (11.52 x 12.116) = 279.16 Sqm Rates as per norms of CPWD New Delhi S. No. 2.9.2 (Copy Attached)

Description of Item 3

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

NH DIVISION, INDORE L PLAZA

l Road )

CTION 10.2 ON KM. 26/6 & 71/6 Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Hectare

0.90

4 X 5000000 Lump Sum

18000000

Sqm

5.00

200000

1000000

Kg

4758.00

Kg

237.90

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Kg

4995.90

109.10

545053

38473

Rmt

26.80

Rmt

53.60

Kg

1275.144

Kg

63.76

Kg

1338.90

109.10

146074

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Sqm

2100.00

5.00

10500

Sqm

2000.00

Sqm

10000.00

Hectare

12.00

Hectare

2.10

Hectare

9.90

48602.00

481160

Cum

1800.00

55.00

99000

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Cum

5550.00

178.00

987900

Cum

340.00 1100.00 1440.00

1181.00

1700640

2714.00

1811595

255.00 412.50 Cum

667.50

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

578.00 935.00 Cum

1513.00

6362.00

9625706

Mt

20.40

61069.00

1245808

Mt

4.10

63561.00

260600

Cum

1324.80

223.00

295430

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Cum

780.00

58.00

45240

117.00 178.50 90.00 Cum

117.00 178.50 90.00 385.50

4777.00

1841534

Tonne

11.40

75415.00

859731

Meter

60.00

192.00

11520

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Cum

34.13 8.06 1.28 0.37 43.84

5465.00

239586

Tonne

3.51

75306.00

264324

Sqm

12.48

59.00

736

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

14324.00

1852380

11.56 12.42 4.80 12.42 11.56 60.20 2.40

Sqm

2.40 11.56 129.32

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Each

60.00

277.00

16620

Each

20.00 750.00 770.00

672.00

517440

112.50 120.00 30.00 10.000

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

Sqm

90.00 362.500

637.00

230913 3847264

Nos

6.00

100000.00 Lump Sum

600000

923343

Included in 10.9

Sqm

750.00

279.16

209370

Unit

Quantity

Rate (Rs.)

Amount (Rs.)

4

5

6

7

COST OF ONE TOLL PLAZA `

477.08LACS

Sub Divisional Officer PWD NH Sub Division Indore/Kannod (M.P.)

Executive Engineer PWD NH - Division Indore (M.P.)

47707940

M. P. PUBLIC DE

Location of Toll Plaza S.No.

SOR Item / Page No.

1

2

10.3

10.4 10.5

10.15.2 / Page - 181 Building SOR

S.No.

SOR Item / Page No.

1

2

10.15.2 / Page - 181 Building SOR

10.6 1

3.11 / Page - 18

S.No.

SOR Item / Page No.

1

2

2

2.2 / Page - 13

3

3.4 / Page - 15

3.13 / Page -16

4.12 / Page - 23

S.No.

SOR Item / Page No.

1

2

6.1 / Page - 33

6.3 / Page 26

S.No.

SOR Item / Page No.

1

2

6.12 / Page - 35

4.13 / Page - 23

12.1 / Page - 58

12.3 / Page - 58

S.No.

SOR Item / Page No.

1

2

13.7 / Page - 66

13.9 / Page - 66

12.8 / Page - 59

12.31 / Page - 62

8.11 / Page - 44

S.No.

SOR Item / Page No.

1

2

10.7 8.7 / Page - 43

S.No.

SOR Item / Page No.

1

2

8.17 / Page - 45

8.28 / Page - 47

10.8 8.15 / Page - 44

10.9

S.No.

SOR Item / Page No.

1

2

10.10

10.11

10.12

10.13

S.No.

SOR Item / Page No.

1

2

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

M. P. PUBLIC WORKS D DETAILED ES

On NH-

Location of Toll Plaza - As per IRC Description of Item 3

Land for Toll Plaza As per Drawing 10.1 (Land Required for Toll Plaza is 300 Meter x 60 18000 Square Meter - Land Avilable 300 Meter x 30 Meter = 9000 Total Land Reqiured for Land Acquition = 18000 - 9000 = 9000 Square 0.90 Hectare

Layout for Design of Toll Plaza Typical Layout plan of 2 + 2 Toll Plaza is given in figure 10.1 (Attached) Toll Booth Supply and installation of toll booths of size 2.50 x 1.8 with porta container as per drg. & technical specifications directed by the engineer.

Steel work in built up tubular trusses including cutting, hoisting fixing in and applying a priming coat of approved steel primer, welded and including special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes. (1) For MS Pipe 110 mm 60 meter @ 15.86 Kg/Rmt = 951.60 Kg Westage 5 % Toll Plaza Automation System

Description of Item 3

Providing & constructing of Toll Plaza Automation system at Toll Plaza i.e. Automatic lane, closer, toll island, toll lane camera, toll booth camera plastic speed breaker, automatic vehicle conunter & classifier etc. Amout of Toll Plaza Complex Cost = 5824443.00

Rates as per norms of CPWD New Delhi S. No. 3.64, 3.66 (0.50 % + 0 1%) of Total Cost of the Toll Plaza complex (Copy Attached) Toll booth Protection work

Steel work in built up tubular trusses including cutting, hoisting fixing in and applying a priming coat of approved steel primer, welded and including special shaped washers etc. complete. 10.16.2 Hot finished seamless type tubes. (1) For MS Pipe 110 mm 26.80 meter @ 15.86 Kg/Rmt (1) For Toll Both Protection 4 Nos. x 2.8 x 0.9 x 1.2 @ 15.86 Kg/Rmt Westage 5 % Road Work

Scarifying existing bituminous surface to a depth of 50 mm by mechanica (Scarifying the existing bituminous road surface to a depth of 50 m disposal of scarified material with in all lifts and lead upto 1000 metres.)

Description of Item 3

Clearing and Grubbing Road Land (Clearing and grubbing road land in uprooting rank vegetation, grass, bushes, shrubs, saplings and trees gir 300 mm, removal of stumps of trees cut earlier and disposal of unserv materials and stacking of serviceable material to be used or auctioned lead of 1000 metres including removal and disposal of top organic exceeding 150 mm in thickness. A) In area of light jungle

Excavation in Soil using Hydraulic Excavator and Tippers with dispos 1000 metres. (Excavation for roadwork in soil with hydraulic excavator in cutting and loading in tippers, trimming bottom and side slopes, in acc with requirements of lines, grades and cross sections, and transporting embankment location with all lifts and lead upto 1000m as per relevent of section-300 of specification.

Construction of embankment with approved material having CBR>7 o from borrow pits with all lifts and leads, transporting to site, spreading, gr required slope and compacting to meetrequirement of table 300-1, 300-2 per relevent clauses of section-300.

Providing crushed stone aggregate, depositing on a prepared surface by vehicles, spreading and mixing with a motor grader, watering and com with a vibratory roller to clause 410 to form a layer of sub-base/B accordance to Table No. 400-14, 400-15 and as per clause of section specifications. (i) For 53 mm maximum size

Description of Item 3

(34+10)/2 = 22.00

Dry Lean Cement Concrete Sub- base (Construction of dry lean cement c Sub- base over a prepared sub-grade with coarse and fine aggregate con to IS: 383, the size of coarse aggregate not exceeding 25 mm, ag cement ratio not to exceed 15:1, aggregate gradation after blending to be table 600-1, cement content not to be less than 150 kg/ cum, optimum m content to be determined during trial length construction, concrete streng be less than 10 Mpa at 7 days, mixed in a batching plant, transported to s with a paver with electronic sensor, compacting with 8- 10 tonnes vibrato finishing and curing as per clause 601 of specification complete in all resp

Cement Concrete Pavement (Construction of un-reinforced, dowel jointe cement concrete pavement M-40 grade concrete over a prepared sub ba cement , coarse and fine aggregate conforming to IS 383, maximum coarse aggregate not exceeding 25 mm, mixed in a batching and mixing per approved mix design, transported to site, laid with a fixed form or s paver, spread, compacted and finished in a continuous operation in provision of contraction, expansion, construction and longitudinal join filler, separation membrane, sealant primer, joint sealant, debondin admixtures as approved, curing compound, finishing to lines and grades drawing as per IRC 15 2011 and as per relevant clauses of section specifications complete but excluding cost of steel in dowel bar and tie ro

Description of Item 3

Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in do and tie rod including craddle, laps etc. complete required as per design. (I) Mild Steel - Dowel Bar 32 mm @ 300 mm c/c length 500 mm 2 x 5300 x 0.50 x 3.858 x 28 x 0.50 =

(II) Tor steel - Tie Bar - 12 mm Dia 700 mm long & 500 mm c/c (2 x 3300 @ 0.888 Kg /MT

Construction of Shoulders with approved material/selected soil i/c excav lifts & leads i/c grading to required slope & camber of 4% and compactin vibratory roller of 80 to 100 kN static weight to meet requirement as per clause of 400. (B) Hard Shoulders (CBR value >12)

RCC Road Side Covered Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawi technical specification, including setting out, construction of shoring and removal of stumps and other deleterious matter, dressing of sides and and backfilling with approved material. as per relevant clauses of sectio 2100 in) (B) Mechanical Means (i) Depth upto 3 m

Providing Plain cement concrete M-15 nominal mix in foundation as per clauses of sections 1500, 1700 and 2100. BOTTOM SIDES (0.20 + 0.15)/2 = 0.18 Cover

Description of Item 3

Supplying, fitting and placing HYSD bar reinforcement in substructure c as per drawing and technical specifications and as per relevant clause of 1600. AREA=(600X1.10)+(2X600X0.8)+(600X1.10) = 2280 SQM

STEEL @ 5KG/SQM i.e. 2280x5.0 = 11400 Kg Providing weep holes in Brick masonry/Plain/ Reinforced concrete ab wing wall/ return wall with 100 mm dia AC/ PVC pipe, extending through width of the structure with slope of 1V :20H towards drawing foce. Com per drawing and Technical specifications

Toll Plaza Island Provdiing and laying Plain/Reinforced cement concrete in open fou including form work shuttering etc. complete as per drawing and te specifications and as per relevant clauses of sections 1500, 1700 & 2100 (C) RCC Grade M20 for Other Island For Central Island

Supplying, fitting and placing un-coated HYSD bar reinforcement in fou complete as per drawing and technical specifications and as per relevant of section 1600.

43.84 @ 80 Kg from Above Painting Two Coats on New Concrete Surfaces Painting two coats after fi surface with synthetic enamel paint in all shades on new plastered c surfaces

Description of Item 3

Traffic Sign Direction and Place Identification signs with size more than 0.9 sqm size ((Providing and erecting direction and place identification retroreflectoris asper IRC:67 made of high intensity Micro-Prismatic Grade Sheeting (T vide clause 801.3.3 fixed over Aluminium composite material she thermoplastic core of Low density polyethylene (LDPE) between tw skins/sheets of aluminium with overall thickness of 4mm and aluminium thickness 0.3 on both side, the ACM shall conform to Table 800-1 of spec and High Intensity Micro Prismatck Grade Sheeting shall conform to Tabl of specification. The printing on the high intensity grade sheeting shall conform to Clause 801. water based latex optimized transparent ink as specified by the s manufacturer, supported on composite sign post of size 75mmx33.55mm mm (5mm thick) made of Aluminium composite material in accordance 67-2010 fixed to ground by means of properly designed foundation w grade concrete 4500x4500x600 The ACM sheet shall be fixed to the p minimum two number breakaway bolts.

(T1) Cantilever gantry sign for Toll Road strart (T2) Cantilever gantry sign for Toll Gate 1.0 Km (T3) Kerb sign for Toll Gate 500 m and toll rates (T3) Kerb sign for Toll Gate 500 m and toll rates (T4) Kerb sign for exempt vehicles (T5) Kerb sign for pictorial depiction of toll rates (T6) Kerb sign for exempt and over size vehicles lane direction sign (T7) Sign near the tollbooths displaying toll rates, exempt vehicles and co telephone number & address (T8) Cantilever gantry sign for toll road ends

Description of Item 3

Road Delineators Supplying and installation of delineators (road way indicators, hazard m object markers), 80-100 cm high above ground level, painted black and 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia reflectorised panels at the top, buried or pressed into the ground and co toIRC-79 and the drawings.

At Every 20 meter c/c Road Markers/Road Stud with Lense Reflector Providing and fixing of ro 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt a fitted with lense reflectors, installed in concrete or asphaltic surface by hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous epoxy mortar, all as per BS 873 part 4:1973 At every 30 meter c/c At Every 2.00 meter interval

Road Marking Road Marking with Hot Applied Thermoplastic Compound with Reflec Glass Beads on Bituminous Surface (Providing and laying of hot thermoplastic compound 2.5 mm thick including reflectorising glass be 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applie beads as per IRC:35 .The finished surface to be level, uniform and fr streaks and holes all complete as per clause 803 of specifications.) Bar Marking Diagonal Marking (12.0 Sqm) White Stip Centre Line Marking Edge Line Toll Plaza Complex

Description of Item 3

Check Barrier Gate Providing and installing electranic barrier gate as per additional te specification and as directed by Engineer-in-charge Lighting Lighting arrangement at Toll Plaza area inculding High Mast light additional technical standard and as directed by Engineer-in-charge Amout of Toll Plaza Complex Cost = 5824443.00 Rates as per norms of CPWD New Delhi S. No. 3.2, 3.5, 3.6.1 (5.00 % + 4.00 % = 24.00%) of Total Cost of the Toll Plaza complex (Copy Attached)

Rates as per norms of CPWD New Delhi S. No. 2.9.2 (Copy Attached) Water Supply Construction of internal electrification, water supply for administration blo house including necessary furniture, IT Equipment etc.

Fire Fightening System Area of Toll Plaza Complex (G.F. + F.F.) 2 x (11.52 x 12.116) = 279.16 Sqm Rates as per norms of CPWD New Delhi S. No. 2.9.2 (Copy Attached)

Description of Item 3

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

ARTMENT, NH DIVISION, INDORE MATE FOR TOLL PLAZA

(Indore – Betul Road )

P-73 2007 SECTION 10.2 ON KM. 26/6 & 71/6 No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1

0.90

Hectare

1

5.00

Sqm

5

Kg Kg Total

Kg

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

Rmt Rmt Kg Kg Total

1

300

7.00

Kg

Sqm

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

1

50

40.00

Sqm

2

125

40.00

Sqm Hectare Deduct Hectare Total Area Hectare

1

300

40.00

0.150

Cum

1

300

37.00

0.500

Cum

1

50

34.00

0.200

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

2

125

22.00

0.200 Cum

1

50

34.00

0.150

1

125

22.00

0.150 Cum

1

50

34.00

0.340

1

125

22.00

0.340 Cum

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

Mt Mt

2

300

3.20

0.690

Cum

2

300.00

1.30

1.00

Cum

2 4 2

300.00 300.00 300.00

1.30 0.18 1.00

0.15 0.85 0.15 TOTAL

117.00 178.50 90.00 Cum

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

Tonne

300

0.20

4 1 4 2

23.70 22.40 1.30 1.30

Meter

1.800 1.800 1.230 0.150

0.200 0.200 0.200 0.960 Cum

Tonne

6X2

1.30

0.800

Sqm

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

2 2 2 2 2 2 2

3.40 2.70 2.00 2.70 3.40 7.00 1.00

1.70 2.30 1.20 2.30 1.70 4.30 1.20

2 2

1.00 3.40

1.20 1.70 Sqm

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

4

15

2 5

10 150

Each

Each

2x25 5x2 2x5 1 2

7.50 12 30 33 300

0.300 0.100 3.000 0.150

0.100 Sqm

As per Estimate Attached Seprately

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

6

Nos

Sqm

COST OF ONE TO `

No.

L (m)

B (m)

D (m)

Unit

4

5

6

7

8

For Two No. Toll Plaza At Km. 26/6 & 71/6

Sub Divisional Officer PWD NH Sub Division Indore/Kannod (M.P.)

Exe PW I

& 71/6 Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

0.90

4 X 5000000 Lump Sum

18000000

5.00

200000

1000000

109.10

545053

4758.00 237.90 4995.90

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

38473

26.80 53.60 1275.144 63.76 1338.90

109.10

146074

2100.00

5.00

10500

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

9.90

48602.00

481160

1800.00

55.00

99000

5550.00

178.00

987900

2000.00 10000.00 12.00 2.10

340.00

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

1100.00 1440.00

1181.00

1700640

2714.00

1811595

6362.00

9625706

255.00 412.50 667.50

578.00 935.00 1513.00

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

20.40

61069.00

1245808

4.10

63561.00

260600

1324.80

223.00

295430

780.00

58.00

45240

117.00 178.50 90.00 385.50

4777.00

1841534

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

11.40

75415.00

859731

60.00

192.00

11520

34.13 8.06 1.28 0.37 43.84

5465.00

239586

3.51

75306.00

264324

12.48

59.00

736

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

14324.00

1852380

11.56 12.42 4.80 12.42 11.56 60.20 2.40 2.40 11.56 129.32

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

60.00

277.00

16620

20.00 750.00 770.00

672.00

517440

112.50 120.00 30.00 10.000 90.00 362.500

637.00

230913 3847264

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

6.00

100000.00 Lump Sum

600000

923343

Included in 10.9

750.00

279.16

OF ONE TOLL PLAZA 477.08LACS

209370

47707940

Quantity

Rate (Rs.)

Amount (Rs.)

9

10

11

954.16LACS

Executive Engineer PWD NH - Division Indore (M.P.)

DETAILED ESTIMATE FOR TOLL PLAZA COMPLEX IN NH 50 A INDORE - BET Sl.No 1 1

Item no

Description

2 3 A) UPTO PLINTH LEVEL SOR 2.8 Earth work in excavation by mechanical means (Hydraulic / P-23 Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (No extra lift is payable if work is done by mechanical means)

No.

L

B

H/ D

4

5

6

7

20 30

1.80 1.50

1.80 1.50

2.50 2.50

-20 -30

1.50 1.20

1.50 1.20

0.60 0.40

-20 -30

1.80 1.50

1.80 1.50

0.15 0.15

-20 -30

0.30 0.20

0.50 0.40

2.50 2.50

1

11.51

12.11

0.60

1

11.51

12.11

0.20

20 30

1.80 1.50

1.50 1.20

0.15 0.15

All kinds of soil. footing F1 (Complex) footing F2 (For Boundary Wall) 2

SOR Extra for every additional lift of 1.5 m or part thereof in 2.26.1 / excavation. (No extra lift is payable if work is done by P-26 mechanical means)

3

(PWD S.O.R. 2.25/ P26)

All kinds of soil. Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Avialable Soil Qty as item3 FOOTING footing F1 (Complex) footing F2 (For Boundary Wall) P.C.C. footing F1 (Complex) footing F2 (For Boundary Wall) Columns upto plinth level C1 C2

4

(S.OR. Supplying and filling in plinth with hard muram/hard copra under 2.28 /P- floors including watering ramming cosolidating in layers not 26) exceeding 20cm in depth and dressing complete. Ground Floor Complex Buildlng

5

SOR Supplying and filling in plinth with crusher stone dust/ coarse 2.27/ P- sand under floors including, watering, ramming consolidating in 26 layers not exceeding 20cm in depth in layers not exceeding 20cm in depth and dressing complete. Ground Floor Complex Buildlng

6

S.O.R. Providing and laying in position cement concrete of specified 4.1.2.1/ grade excluding the cost of centering and shuttering - All work P-45 up to plinth level : 4.1.2 With 40mm nominal size graded stone aggregate. M 15 4.1.2.1 M 15 - Grade concrete P.C.C. footing F1 (Complex) footing F2 (For Boundary Wall)

Sl.No 1 7

Item no

Description

No.

L

B

H/ D

3

4

5

6

7

20 30

1.50 1.20

1.50 1.20

0.60 0.40

20 30

0.30 0.20

0.50 0.40

2.50 2.50

1 1 1 1

47.47 54.17 47.24 11.51

0.20 0.20 0.15 12.11

0.40 0.40 0.40 0.10

20 30

6.00 4.80

0.60 0.40

20 30

1.60 1.20

2.50 2.50

1 1 1

47.47 54.17 47.24

0.30 0.30 0.40

2

SOR Reinforced cement concrete work (with 20mm nominal size 5.2.2/ P- graded stone aggregate) in walls (any thickness), including 65 attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M 15 –Grade Concrete footing F1 (Complex) footing F2 (For Boundary Wall) Columns upto plinth level C1 C2 plinth beam X beam L beam Curtain wall plinth Slab

8

SOR 5.9.1, P-66

Centering and shuttering including strutting, propping etc. andremoval of form work for : A) Foundations, footings, bases of columns, etc. for concrete up to plinth level. footing F1 footing F2

9

SOR Centering and shuttering including strutting, propping etc. 5.9.2 P- andremoval of form work for : Walls (any thickness) including 66 attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. Columns upto plitn level C1 C2 plinth beam X beam L beam Curtain wall

10

SOR Reinforcement for R.C.C. work including straightening, cutting, 5.16.6 / bending, placing in position and binding including cost of P-68 binding wire up to floor two level including all wastage etc. complete.. Thermo-Mechanically Treated bars.(TMT) Total RCC Qty 120kg/cum.

B) 11

SUPER STRUCTURE

SOR Reinforced cement concrete work (with 20mm nominal size 5.2.1/P6 graded stone aggregate) in walls (any thickness), including 5 attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :

M 20 –Grade Concrete

Sl.No 1

Item no

Description

No.

L

B

H/ D

3

4

5

6

7

20 30

0.30 0.20

0.50 0.40

3.15 3.15

1 1 1

47.47 54.17 11.51

0.20 0.20 12.16

0.50 0.50 0.125

2 1 18 1 1

1.4 3 0.3 101.64 47.24

3.4 1.4 1.4 0.20 0.60

0.15 0.15 0.02 0.30 0.10

2 Columns upto ground floor roof C1 C2 Roof beam X beam L beam Ground floor roof

12

SOR 5.3 Reinforced cement concrete work (with 20mm nominal size / P- 65 graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level and up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.

M 20 –Grade Concrete Ground floor Staircase Staircase waist slab 150 thk. Staircase Landing Staircase StepsTread Lintels Chajja 13

14

SOR Reinforcement for R.C.C. work including straightening, cutting, 5.16.6 / bending, placing in position and binding including cost of P-68 binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT) 120 Kg per cum of RCC qty SOR Centering and shuttering including strutting, propping etc. and 5.9/P 66 removal of form for 5.9.3 5.9.4 5.9.5 5.9.6

15

Suspended floors, roofs, landings, balconies and access platform. Shelves (Cast in situ) Lintels, beams, girders, bressumers and cantilevers. Columns, Pillars, Piers, Abutments, Posts and Struts.

SOR Brick work with fly ash lime bricks (FALG Bricks) conforming to 6.7.1.2/ IS:12894-2002, in super structure above plinth level up to floor P-86 II level in : Cement mortar 1:6 (1 cement : 6 sand) 6.7.1.2 . Ground Floor

16

SOR Extra for brick work in superstructure above floor two level for 6.11/ P- each additional floor or part thereof respective item.. 86 Perapet wall

1

92.67

0.20

2.75

1

47.24

0.20

0.90

Sl.No 1 17

Item no

Description

2 3 SOR Providing and fixing pressed steel door frames conforming to 10.13 IS: 4351 manufactured from commercial mild steel sheet /P179 including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges, 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified filling the frame with Cement Concrete 1:3:6 at site before fixing (cost of concrete to be paid separately) and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

No.

L

B

H/ D

4

5

6

7

2 6 5 4 2 2 2 2

6.10 5.20 5.05 5.70 6.00 4.96 2.95 5.03

5

0.75

2.15

2

1.80

2.15

10.13.2 Profile C of 1.60mm thick single rebate of size 100mmx50mm 10.13.2. Fixing with adjustable lugs with split end tail to each jamb. 1 GROUND FLOOR D1 D2 D3 W1 W2 W3 V1 V2 18

SOR Providing and fixing to existing door frames 9.163 /P161 9.163.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).

19

D3 SOR Providing and fixing ISI marked flush door shutters conforming 9.19 /P- to IS: 2202 (Part I) non-decorative type, core of block board 136 construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters of such as duro board, century or equivelant make.. 9.19.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. D1

Sl.No 1

Item no

Description

No.

L

B

H/ D

3

4 6

5 0.90

6 2.15

7

2 D2

20

SOR Extra for providing lipping with 2nd class teak wood battens 25 9.21/P- mm minimum depth on all edges of flush door shutters (over all 136 area of door shutter to be measured). Qty same as flush door

21

SOR Extra for Providing and fixing flush doors with decorative 9.20/ P- veneering instead of non decorative ISI marked flush door 136 shutters conforming to IS: 2202 (Part I). 9.20.1

22

On one side only. Qty same as flush door

25

26

SOR Providing and fixing aluminium tower bolts ISI marked anodised 9.110 / (anodic coating not less than grade AC 10 as per IS : 1868 ) P-149 transparent or dyed to required colour or shade with necessary screws etc. complete. 9.110.3 200x10 mm Door D

24

1

SOR Providing and fixing aluminium sliding door bolts ISI marked 9.109 anodised (anodic coating not less than grade AC 10 as per IS : /P148 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 9.109.1 300x16 mm

23

1

52

SOR Providing and fixing aluminium hanging floor door stopper ISI 9.114 marked anodised (anodic coating not less than grade AC 10 as /P-149 per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. 9.114.2 Twin rubber stopper Door D SOR Providing and fixing aluminium extruded section body tubular 9.95/ type universal hydraulic door closer (having brand logo with ISI, P147 IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete..

26

13 26

SOR Providing and fixing double action hydraulic floor spring of 21.5/P- approved brand and manufacture IS : 6315 marked, for doors 363 including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc.complete as per the direction of Engineer-in-charge. 21.5.1 With stainless steel cover plate - minimum 1.25 mm thickness.

27

2

SOR it Providing fixing aluminium round shape handle of outer dia 21.16/P 100mm with SS screws etc. complete as per direction of 365 Engineer-in-charge 21.16.1 Anodized (AC15 ) aluminium 26

Sl.No 1 28

Item no

Description

2 3 SOR it Providing and fixing hand rail of approved size by welding etc. 10.23/p- to steel ladder railing, balcony railing, staircase railing and 182 similar works, including applying a priming coat of approved steel primer. 10.23.1 M.S. tube. 10 kg per sqm. Stair Balcony

29

No.

L

B

H/ D

4

5

6

7

1 1

9.5 50

0.9 0.9

32 6

3.89 12.11

3.03 3.03

-2 -6 -5 1

1.8 0.9 0.75 47.24

2.15 2.15 2.15 0.90

1

47.24

8.50

-4 -2 -2

1.65 1.8 1.28

1.2 1.2 1.2

SOR it Welding by gas or electric plant including transportation of plant 10.21/P- at site etc. complete. 182 5000

30

31

S.O.R.1 6 mm cement plaster of mix : 3.8/ P 244 13.8.1 1:3 (1 cement: 3 sand) sor 12 mm cement plaster of mix : 13.1 /P244 1:6 (1 cement: 6 sand) 13.1.2 Gr. Floor

LESS D1 D2 D3

32

sor 15 mm cement plaster on rough side of single or half brick wall. 13.2 /P 244 1:6 (1 cement: 6 sand). 13.2.2 Gr. Floor LESS W1 W2 W3

34

SOR Providing and laying integral cement based water proofing 22.7.1 / treatment including preparation of surface as required for P-373 treatment of roofs ,balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mmheightincluding cleaning the surface before treatment.

Sl.No 1

Item no 2

Description

No.

L

B

H/ D

3 b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement : 5 sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.

4

5

6

7

2

3.89

1.90

4 2 2

1.65 1.8 1.28

1.2 1.2 1.2

c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : (with 5 years service guarantee) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. Toilet 35

Sor Providing and fixing M.S. grills of required pattern in frames of 9.43/ P- windows etc. with M.S. flats, square or round bars etc. including 140 priming coat with approved steel primer all complete.

9.43.1

Fixed to steel windows by welding. Total Weight = 95.56x25.0Kg/Sqm Windows W1 W2 W3

Total Sqm 36

SOR Providing and fixing chicken mesh as per ISI specification and 13.27/P- in the required width with 50mm long Bombay nails on vertical 247 and horizontal junctions of RCC and brick wall including scaffolding and all lead and lift etc. complete before plastering upto 10 meter height.

37

PWD S.O.R. 11.48 /P- 204

34 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (having thickness 6 to 7mm) of approved make in all Colours shades, such as burgundy, Bottle green, Black of size 300x450mm or more in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

8.90

0.90

Sl.No 1

Item no

Description

No.

L

B

H/ D

3

4

5

6

7

1 2 2 -2

3.89 3.89 1.94 0.75

1

3.89

1.94

1

11.51

12.11

36 36

1.20 1.20

0.30 0.15

2 6

1.8 0.9

2.15 2.15

2 6

1.8 0.9

2.15 2.15

2 Ground floor & First Floor

Less door 38

39

40

PWD S.O.R. 11.49 /P- 205

Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (having thickness 9 to 10mm) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 sand) including grouting the joints with white cement and matching pigments etc., complete.

11.34/p- Kota stone slab flooring over 20 mm (average) thick base laid 203 over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 sand) : 11.34.1 25 mm thick. Ground floor

SOR Kota stone slabs 20 mm thick in risers of steps, skirting, dado 11.35/ and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 P-203 cement 3 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Ground floor Staircase Tread Riser

41

1.94 2.10 2.10 2.10

SOR Applying priming coat : 13.58/ P-250 13.58.1 With ready mixed pink/Grey primer of approved brand and manufacture on wood work (hard & soft wood).

Ground Floor Doors D1 D2 42

SOR Painting with synthetic enamel paint of approved brand and 13.69/ manufacture of required colour to give an even shade: P-252 13.69.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.

Ground Floor Doors D1 D2

Sl.No 1 43

44

Item no

Description

2 3 SOR13. Providing and applying white cement based putty of average 41/ P- thickness 1 mm, of approved brand and manufacturer, Like birla 248 white /JK white or equivalent, over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.

No.

L

B

H/ D

4

5

6

7

4 2 2 2 2

1.65 1.8 1.28 0.9 1.94

1.2 1.2 1.2 0.57 0.57

qty of 15 mm plaster SOR13. Providing and applying special putty in two coats based 42/ P- materials varnish, Belgium chalk, turpentile oil, white 248 paint,safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labour etc complete. qty as 12mm

45

46

SOR Wall painting with plastic emulsion paint of approved brand and 13.49/ manufacture to give an even shade: Two or more coats on new P-249 work 13.49.1 Two or more coats on new work qty of 12 mm Sor Finishing walls with Premium Acrylic Smooth exterior paint with 13.56/ Silicone additives of required shade. P-250 13.56.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). qty of 18 mm plaster

47

Sor Distempering with oil bound washable distemper of approved 13.47/ brand and manufacture to give an even shade. P-249 13.47.1 New work (two or more coats) over and including water thinnable priming coat with cement primer.

48

qty of 6mm ceiling /conc. Surface SOR Providing and fixing aluminium work for doors, windows, 21.1.1 / ventilators and partitions with extruded built up standard tubular P-362 sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately). 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron): For Fixed Portion @ 5 kg / sqm. W1 W2 W3 V1 V2

Sl.No 1 49

50

Item no

Description

2 3 SOR For shutters of doors, windows & ventilators including providing 21.1.2/3 and fixing hinges/ pivots and making provision for fixing of 62 fittings wherever required including the cost of PVC / neoprene gasket required (Fittings shall be paid for separately).

No.

L

B

H/ D

4

5

6

7

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron): 5kg. / sqm. Same as quantity from item no 57 SOR Providing and fixing glazing in aluminium door, window, 21.3/ P- ventilator shutters and partitions etc. with EPDM rubber/ 363 neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) : 21.3.2 With float glass panes of 5.50 mm thickness Window qty

C 51

WATER SUPPLY / SANITORY

17.1/ P- Providing and fixing water closet squatting pan (Indian type 290 W.C. pan) with 100mm sand cast Iron P or S trap, uPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.

52

53

54

17.7.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern. 17.3/ P- Providing and fixing white vitreous china pedestal type water 290 closet (European type) with seat and lid, 10 liter low level white vitreous china flushing cistern, C.P. flush bend with fittings, C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 S.O.R.1 7.11 / P292

a) W.C. pan with white plastic seat and lid. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required

17.11.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps. 55

2

S.O.R. Providing and fixing white vitreous china flat back half stall 17.7 /P- urinal of size 580x380x350mm with white PVC automatic 291 flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required 3

3

3

17.83/ Providing and fixing PTMT towel rail complete with brackets P-304 fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and color. 17.83.2 600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms.

3

Sl.No

Item no

Description

1 56

2 3 17.67/P- Providing and fixing 600x450 mm beveled edge mirror of 303 superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete

57

18.8/P- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 316 pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc.

58

59

60

61

62

64

L

B

H/ D

4

5

6

7

3

18.8.1 18.8.2 18.8.3 18.8.4 18.9/P316

a) 15mm nominal bore b) 20mm nominal bore c) 25mm nominal bore d)32mm nominal bore Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge. External work

50 40 30 40

18.9.1 18.9.2 18.9.3 18.9.4 18.9.5 18.9.6 18.52/P330 18.52.1 18.55/P330

a) 15mm nominal bore b) 20mm nominal bore c) 25mm nominal bore d)32mm nominal bore e)40mm nominal bore f)50mm nominal bore Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 a) 15mm nominal bore Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

40 50 30 30 30 20

18.55.1 a) 15mm nominal bore 18.32/P Providing and fixing gun metal gate valve with C.I. wheel of 325 approved quality (screwed end) :

22

18.32.1 18.32.2 18.32.3 18.32.4 18.35/P326

5 8 10 5

a) 25mm nominal bore b) 32mm nominal bore c) 40mm nominal bore d) 50mm nominal bore Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

18.35.1 a) 15mm nominal bore 63

No.

18.49/P- Providing and placing on terrace (at all floor levels) 330 polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 19.7/P- Providing and fixing square-mouth S.W. gully trap class SP1 341 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

22

4

4

1000

Sl.No 1

65

66

Item no

Description

No.

L

B

H/ D

3

4

5

6

7

2 19.7.1 100x100 mm size P type 19.7.1.1 With well burnt bricks

19.4/P- Providing and laying below ground unplasticised PVC pipe to 340 with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly.

3

151.4

19.4.1 110 mm diameter OD 20nos X6m 19.3/P- Providing and laying cement concrete 1:5:10 (1 cement : 5 340 sand : 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design : 19.3.1

100 mm diameter S.W. pipe a to g 120

67

Sor12.3 Providing and fixing on wall face Unplasticised Rigid PVC rain 2/P223 water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes(SOR12.32/P-223) 13.32.2 110 mm diameter (minimum wall thickness 2.2mm) 60

68

SOR12. Providing and fixing on wall face unplasticised - PVC moulded 33 /P- fittings/ accessories for unplasticised Rigid PVC Rain water 146 pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion. . (a) (i)

Plain Bend 87.5* 75 mm dia (PWD S.O.R. 12.33.5.1 / p- 224) (ii) 110 mm dia (PWD S.O.R. 12.33.5.1 / p- 224) (b) Plain bend of 45*shoes (i) 75 mm dia (PWD S.O.R. 12.33.6.1/ P- 223) (ii) 110 mm dia (PWD S.O.R. 12.33.6.2 / P- 223) (c) Coupler (PWD S.O.R. 12.33.1/ p-223) (i) 75 mm dia (PWD S.O.R. 12.33.1.1/ p-223) (ii) 110 mm dia (PWD S.O.R. 12.33.1.2/ p- 223) (d) Single Tee with door (PWD S.O.R. 12.33.3/ P- 223) (i) 75x75x75 mm (PWD S.O.R. 12.33.3.1 / p-223) (ii) 110x110x110 mm (PWD S.O.R. 12.33.3.2 / p-223) sor Providing and fixing M.S. stays and clamps for sand cast 17.56/P- iron/centrifugally cast (spun) iron pipes of diameter : 300 (I) (ii)

100 mm (PWD S.O.R. 17.56.1/ p. 300) 75 mm

Sl.No 1 69

Item no

Description

2

3 (PWD S.O.R. 17.56.2/ p. 300) SOR19. Constructing brick masonry manhole in cement mortar 1:4 ( 1 9/P-342 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.9.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

No.

L

B

H/ D

4

5

6

7

4

19.9.1.1 With well burnt bricks 19.9.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : 70

71

72

19.9.2.1 With well burnt bricks Sor Extra for depth for manholes. 19.10/ P-343

1

19.10.1 19.10.1. 1 19.10.2 19.10.2. 1 Sor 19.14/ P-344

4

Size 90x80 cm

With well burnt bricks Size 120x90 cm

2

With well burnt bricks Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68 m to 2.29 m : .

19.14.1 With well burnt bricks S.O.R. Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm 19.30 P. dry brick honey comb shaft with bricks of class designation 75 347 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

73

19.30.1 sor 12.33 / P-223

74

12.33.4 Single tee without door 12.33.4. 110x110x110 mm(minimum wall thickness 2.2mm) 2 17.32/ P-295 Providing and fixing soil, waste and vent pipes : 17.32.2 75 mm dia Pipe minimum wall thickness 5mm for saptic tank

2

1

With well burnt bricks Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

17.32.2. 2 Sand cast iron SandS pipe as per IS: 1729. 17.32.2. Centrifugally cast (spun) iron socketed pipe as per IS: 3989 2

4

2

3.00

1

1.00

Sl.No 1

Item no 2

Description

No.

L

B

H/ D

3

4

5

6

7

Sub Engineer PWD NH Sub Division Indore/Kannod (M.P.)

Sub Divisional Officer PWD NH Sub Division Indore/Kannod (M.P.)

NDORE - BETUL ROAD Qty

Unit

Rate

Amount

8

9

10

11

162.00 168.75 330.75

Cum

131

43328.00

165.38

Cum

30

4961.00

-7.50 -6.00 253.13

Cum

72

18225.00

83.63 83.63

Cum

471

39391.00

27.88 27.88

Cum

672

18733.00

330.75 -27.00 -17.28 -9.72 -10.13

8.10 8.10

Qty

Unit

Rate

Amount

8 8.10

9 Cum

10 4403

11 35664.00

3.80 4.33 2.83 13.94 82.68

cum.

4739

391840.00

72.00 57.60 129.60

Sqm.

174

22550.00

Sqm.

267

58577.00

kg

62.90

624100.00

27.00 17.28 7.50 6.00

80.00 90.00 14.24 16.25 18.90 219.39

9922.11 9922.11

Total A 1257369.00

Qty

Unit

Rate

Amount

8

9

10

11

4.75 5.42 17.50 44.67

cum.

5202

232369.00

1.43 0.63 0.17 6.10 2.83 11.16

cum.

5284

58974.00

6699.61

kg

62.90

421406.00

139.39

sqm.

264.00

36798.00

1.00

sqm.

264.00

264.00

121.96

sqm.

227.00

27685.00

213.40

sqm.

356.00

75970.00

cum.

5212.00

265648.00

cum.

5212.00

44319.00

cum.

184.00

1565.00

9.45 7.56

50.97 50.97 8.50 8.50

8.50

Qty

Unit

Rate

Amount

8

9

10

11

431.40

55793.00

12.20 31.20 25.25 22.80 12.00 9.92 5.90 10.06 129.33 Rmt.

8.06

7.74

Sqm

2888

23285.00

Qty

Unit

Rate

Amount

8 11.61 19.35

9

10

11

2,423.00

46885.00

sqm.

19.35

sqm.

401.00

7759.00

19.35

sqm.

453.00

8766.00

26.00

each

241.00

6266.00

52.00

each

82.00

4264.00

26.00

each

86.00

2236.00

13.00

each

1186.00

15418.00

2.00

each

2012.00

4024.00

26.00

each

74.00

1924.00

Qty

Unit

Rate

Amount

8

9

10

11

8.55 45.00 53.55

kg.

110.40

5912.00

5000.00

cm

4.60

23000.00

1.00

sqm

96.00

96.00

sqm

110.00

67260.00

sqm

128.00

49437.00

376.55 219.80 -7.74 -11.61 -8.06 42.52 611.45

401.54 -7.92 -4.32 -3.07 386.23

Qty

Unit

Rate

Amount

8

9

10

11

885.00

13082.00

14.78

sqm.

7.92 4.32 3.07 15.31 382.80 kg

272.34 sqm.

91

62.00

34835.00

16885.00

Qty

Unit

Rate

Amount

8

9

10

11

7.55 16.34 8.15 -3.15 28.88

sqm

937.00

27063.00

7.55 7.55

sqm

961.00

7252.00

139.39 139.39

sqm

1043.00

145380.00

12.96 6.48 158.83

sqm

1012.00

160732.00

7.74 11.61 19.35

sqm.

25.00

484.00

7.74 11.61 19.35

sqm.

77.00

1490.00

Qty

Unit

Rate

Amount

8

9

10

11

386.23

sqm.

74.00

28581.00

611.45

sqm

52.00

31796.00

611.45

sqm

64.00

39133.00

386.23

sqm

84

32443.00

1.00

sqm

60

7.92 4.32 3.07 1.03 2.21 18.55 92.75

sqm. Kg

377

60.00

34966.00

Qty

Unit

Rate

Amount

8

9

10

11

92.75

Kg

425

39418.00

18.55

sqm.

932.00 17288.00 Total B 2118211.00

2

Each

2995.00

5990.00

3

Each

12764.00

38292.00

3

Each

4613.00

13839.00

3

Each

2460.00

7380.00

3

Each

459.00

1377.00

Qty

Unit

Rate

Amount

8

9

10

11

3

Each

659.00

1977.00

50.00 40.00 30.00 40.00

RM RM RM RM

207 234 288 360

10350.00 9360.00 8640.00 14400.00

40.00 50.00 30.00 30.00 30.00 20.00

RM RM RM RM RM RM

122 141 185 238 324 498

4880.00 7050.00 5550.00 7140.00 9720.00 9960.00

22.00

Each

458

10076.00

22.00

Each

778.00

17116.00

5.00 8.00 10.00 5.00

Each Each Each Each

486.00 558.00 677.00 976.00

2430.00 4464.00 6770.00 4880.00

4.00

Each

316.00

1264.00

4000.00

Litre

7.00

28000.00

Qty

Unit

Rate

Amount

8

9

10

11

3.00

Each

1764.00

5292.00

151.40

RM

234.00

35428.00

120.00

RM

226.00

27120.00

60.00

RM

238.00

14280.00

15.00

Each

117.00

1755.00

15.00

Each

172.00

2580.00

15.00

Each

175.00

2625.00

15.00

Each

300.00

4500.00

15.00 15.00

Each Each

117.00 154.00

1755.00 2310.00

20.00

Each

230.00

4600.00

20.00

Each

346.00

6920.00

15.00

Each

62.00

930.00

Qty

Unit

Rate

Amount

8 15.00

9 Each

10 50.00

11 750.00

4.00

each

7997.00

31988.00

1.00

Each

18086.00

18086.00

4.00

Mtr

6176.00

24704.00

2.00

Mtr

7380.00

14760.00

2.00

Each

6809.00

13618.00

1.00

Each

4.00

Each

266.00

6.00

Rmt

717.00

1.00

20609

Rmt 803.00 TOTAL C

20609.00

1064.00

4302.00 803.00 471684.00

Qty 8

Unit

Rate

Amount

9 10 11 G. Total A+B+C 3847264.00

Executive Engineer PWD NH - Division Indore (M.P.)