Rural Works Department Tender

... More
The Rural Works Department has issued a formal invitation for competitive bids for Rural Road/bridge Construction And 05 Year Routine μαιντεναnce Under Mukhyamantri Gramin in Jehanabad, Bihar, with an estimated contract value of Rs. 11,81,34,828. The bid opening date for this tender is 30-04-2025 and the last date for bid submission is 09-05-2025. Interested bidders for Rural Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Works Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date30 Apr 2025
Closing Date9 May 2025
Tender Amount₹ 11,81,34,828 
Notes
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Costs

Summary

Rural Road/bridge Construction And 05 Year Routine μαιντεναnce Under Mukhyamantri Gramin

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BOQ Items

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DO_NOT_SHOW

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Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

87.17

1837

160208

... More
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.

56

778

43587.6

... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

573.95

2824

1621138.99

... More
1% LABOUR CESS

1

450254

450254.19

... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)

390

7120

2777131.5

... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.

50.7

454

23034.02

... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209

40

5080

203225.2

... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load

-

-

-

... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth

101.45

4058

411738.88

... More
I) Sandy Material

198.71

2129

423093.33

... More
Excavation for Structures

-

-

-

... More
b) Routine pile load test on pile for 1.5 times the design load specified in Drawings

-

-

-

... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

60.4

68693

4149071.09

... More
1% LABOUR CESS

1

4449

4449.36

... More
18% GST

1

67813

67813.2

... More
Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

108.95

1837

200237.03

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

-

-

-

... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

-

-

-

... More
FOUNDATION

-

-

-

... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

34.96

68480

2394084.92

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

156

168

26215.8

... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

362839.2

-

315670.1

... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.

125

1000

125000

... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

48.32

68693

3319256.87

... More
PROTECTION WORK

-

-

-

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a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings

-

-

-

... More
Construction Of RCC H.L. Bridge In Parsurampur-Mahabda Road To Dhuru Bigha

-

-

-

... More
Providing and constructing One Span Service Road to reach island location from one pier location to another pier location including Royality for earth

81.16

4058

329391.11

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

-

-

-

... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.

7.16

4933

35321

... More
900 mm x 300 mm,Hazard Marker

4

4598

18393.32

... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

573.95

2824

1621138.99

... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

1704.56

245

418708.12

... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

0.25

73254

18313.6

... More
Carrying Out Load Test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load

-

-

-

... More
II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)

312

7120

2221705.2

... More
Type - A, "W" : Metal Beam Crash Barrier:- Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

160

3178

508500.8

... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)

850

13968

11873403.5

... More
I. Ordinary Soil

-

-

-

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b) Routine pile load test on pile for 1.5 times the design load specified in Drawings

-

-

-

... More
SUBSTRUCTURE

-

-

-

... More
900 mm equilateral & triangle

2

5797

11594.78

... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth

4

83629

334518.36

... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)

30

7097

212934.6

... More
Total Cost for 5th Year Maintenance Works

1

105368

105368

... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

50.7

12600

638862.59

... More
DIVERSION

-

-

-

... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)

545.28

5976

3258931.35

... More
18% GST

1

81088

81088.44

... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.

866.63

18

16344.64

... More
Total Cost for 4th Year Maintenance Works

1

63714

63714

... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

-

-

-

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Cement Concrete Pavement (PQC) :- Construction of un-reinforced, plain cement concrete pavement (M35 Grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, 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 paver, spread, compacted and finished in a continuous operation including provision of 0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing

43.03

5569

239644.83

... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)

211.44

6271

1325952.93

... More
SEIGNOIRAGE FEE

1

1105

1105.97

... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

50.09

11435

572786.66

... More
Providing & fixing 20 mm thick Compressible Fibre Board in expansion joint complete as per drawing & Technical Specification.

42.25

454

19195.02

... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

-

-

-

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Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

90.31

2541

229483.13

... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

42.25

12600

532385.49

... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification

-

-

-

... More
APPROCH ROAD

-

-

-

... More
SUBSTRUCTURE

-

-

-

... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

4585.77

245

1126448.54

... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

-

-

-

... More
Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth

3

83629

250888.77

... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

178.08

1660

295717.87

... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

26.25

6402

168053.29

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

156

168

26215.8

... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

21.46

6402

137387.56

... More
MSS:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B

1056

196

208010.88

... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

-

-

-

... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.

4

9790

39163.56

... More
i) Upto 3m depth

822.89

412

339277.55

... More
900 mm equilateral & triangle

2

5797

11594.78

... More
SUPERSTRUCTURE

-

-

-

... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

869.7

248

216477.03

... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

-

-

-

... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

50.7

167

8500.36

... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

109.38

2787

304944.88

... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)

42.79

4933

211087.35

... More
18% GST

1

8257469

8257469.81

... More
i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)

191.99

6271

1203980.81

... More
Carrying out the Confirmatory Boring for Soil Investigation for foundation as per clause 2400 of MORT&H Specification.

150

1000

150000

... More
Type - A, "W" : Metal Beam Crash Barrier:- Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

160

3178

508500.8

... More
Supplying, fitting and placing HYSD Bar Reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

41.25

68480

2824828.46

... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

-

-

-

... More
1.2 m Dia Pile (2% of piles in total) .

1

100000

100000

... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.

-

-

-

... More
MSS:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B

866.63

196

170708.78

... More
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.

48

778

37360.8

... More
Miscellaneous Work

-

-

-

... More
Total Cost for 1st Year Maintenance Work

1

50976

50976

... More
H.L. BRIDGE WORK

-

-

-

... More
I. Ordinary Soil

-

-

-

... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

79.2

3564

282294.94

... More
Total Cost for 3rd Year Maintenance Works

1

96783

96783

... More
II. 1200 mm Dia (Using Batching Plant, Transit Mixer and Concrete Pump)

1000

13968

13968710

... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings

-

-

-

... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

-

-

-

... More
1.2 m Dia Pile (2% of piles in total).

1

150000

150000

... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

-

-

-

... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

147.16

68267

10046245.3

... More
900 mm side octagon

2

9110

18221.26

... More
RCC M-30

-

-

-

... More
WBM Grading 2:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

65

3564

231681.45

... More
1.2 m Dia Pile (2% of piles in total) .

1

100000

100000

... More
Pile Cap in RCC M-35 (Using Batching Plant, Transit Mixer and Concrete Pump)

465.42

5976

2781638.48

... More
Total Cost for 1st Year Maintenance Work

1

61666

61666

... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

12.07

92578

1117426.24

... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

16.97

9795

166233.88

... More
Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

0.3

73254

21976.31

... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification

-

-

-

... More
APPROCH ROAD

-

-

-

... More
Providing and fixing in position 20 mm thick Premoulded jPJoint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

42.25

167

7083.64

... More
RCC M-35

-

-

-

... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

149.24

1837

274285.21

... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

214.34

3033

650298.99

... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

4992.08

245

1226254.53

... More
900 mm side octagon

2

9110

18221.26

... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

453549

-

394587.63

... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

109.38

2787

304944.88

... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.

7.16

4933

35321

... More
Total Cost for 2nd Year Maintenance Works

1

66511

66511

... More
900 mm x 300 mm,Hazard Marker

4

4598

18393.32

... More
SUPERSTRUCTURE

-

-

-

... More
GSB (G-II) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

141.06

1837

259251.35

... More
TACK COAT:- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.25 to 0.30 kg per sq m on the prepared Granular surface cleaned with hydraulic broom as per technical specification clause 503.

1056

18

19916.16

... More
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings

-

-

-

... More
1.2 m Dia Pile

1

350000

350000

... More
SEIGNOIRAGE FEE

1

445723

445723.07

... More
Construction of Subgrade And Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

1004.45

248

250017.65

... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

61.5

11435

703261.73

... More
MISCELLANEOUS

-

-

-

... More
DIVERSION

-

-

-

... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

2130.48

245

523331.11

... More
Wet Mix Maccadam:- Providing Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill) carraige of mixed material by tipper to site,laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN weight to achieve the desired density including lighting, barricading and maintainance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

79.2

2541

201251.95

... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

1056

54

57889.92

... More
Providing Steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

14.2

92578

1314619.1

... More
Miscellaneous Work

-

-

-

... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm

614.17

116

71550.81

... More
i) Upto 3m depth

978.84

412

403575.73

... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

78.78

6412

505185.42

... More
Construction Of RCC H.L. Bridge In Mai Gumti To Parasbigha Thana

-

-

-

... More
I) Sandy Material

198.71

2129

423093.33

... More
ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

94.57

6412

606440.53

... More
RCC M-30

-

-

-

... More
Excavation for Structures

-

-

-

... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification

-

-

-

... More
Total Cost for 5th Year Maintenance Works

1

125123

125123

... More
Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row (1000 MM DIA HPC)

30

7097

212934.6

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

-

-

-

... More
Reinforced Cement Concrete M-30 Grade Approach Slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

16.97

9795

166233.88

... More
Dismantling of Existing Pavement Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

42.19

1737

73298.8

... More
1% LABOUR CESS

1

3719

3719.71

... More
1.2 m Dia Pile (2% of piles in total).

1

150000

150000

... More
H.L. BRIDGE WORK

-

-

-

... More
18% GST

1

9613907

9613907.44

... More
II. PCC Grade M-15 (Levelling Course for Pile Cap)

36.52

4933

180156.81

... More
c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings

-

-

-

... More
Providing & Applying 2 coats of water based cement paints to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,effloresence and applying paint @ of 1 litre for 2 sqm

500.54

116

58312.91

... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification

-

-

-

... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

218.66

1660

363104.61

... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

214.34

3033

650298.99

... More
R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification.

-

-

-

... More
Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.

4

9790

39163.56

... More
RCC M-35

-

-

-

... More
SEIGNOIRAGE FEE

1

399159

399159.88

... More
SEIGNOIRAGE FEE

1

1049

1049.29

... More
PRIME COAT:- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

866.63

54

47508.66

... More
PROTECTION WORK

-

-

-

... More
FOUNDATION

-

-

-

... More
Total Cost for 3rd Year Maintenance Works

1

115108

115108

... More
Total Cost for 2nd Year Maintenance Works

1

55130

55130

... More
Total Cost for 4th Year Maintenance Works

1

76528

76528

... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209

32

5080

162580.16



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