Rural Works Department Tender

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The Rural Works Department has issued a formal invitation for competitive bids for Construction Of Bridge/drainage /protection Work Including Operation & Management For Rural Road Strengthening And Management Program in Madhepura, Bihar, with an estimated contract value of Rs. 10,86,26,238. The bid opening date for this tender is 23-04-2025 and the last date for bid submission is 29-04-2025. 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
Bridge Construction
Civil And Construction
Drainage Work
Eprocure
Opening Date23 Apr 2025
Closing Date29 Apr 2025
Tender Amount₹ 10,86,26,238 
Notes
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Costs

Summary

Construction Of Bridge/drainage /protection Work Including Operation & Management For Rural Road Strengthening And Management Program

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BOQ Items

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1st Year O&M cost

1

781398

781398

... More
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.Edge For BT Portion

1420

778

1105257

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Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

76.94

6857

527607.59

... More
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

18.02

6478

116748.52

... 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.

245.31

386

94819.67

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Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

107.53

6857

737375.15

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Plain cement concrete PCC M 15 (1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109

21.34

6478

138258.23

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1% Labour

1

823400

823400.34

... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

76

129

9813.12

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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), carriage 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 maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

1826.72

3457

6316432.42

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Prime Coat (Low porosity) :- 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

24471.2

53

1306762.08

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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

12

7096

85161

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TOTAL SEIGNIORAGE FEE

1

25781

25781

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1% Labour

1

74776

74776.58

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Tack Coat :- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

27495

18

505908

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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

1.7

68010

115617.2

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4th Year O&M cost

1

1239037

1239037

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

36.36

3275

119085.18

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

117.42

744

87440.33

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

71.29

744

53088.24

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Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

12.32

6478

79819.19

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

3.82

66532

254152.35

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600 mm circular

46

4311

198344.18

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PCC M-20:- Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

110.62

6857

758564.48

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

72.73

744

54160.58

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Drainage spouts complete as per drawing and technical specifications Clause 1209

4

911

3644.76

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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

678.94

12406

8423466

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Providing and Fixing 'Logo' of Maintenance Project :- Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 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 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG 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 enamel 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 and Annexure 1700.1

4

10836

43345.76

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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

126

96

12131.28

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TOTAL SEIGNIORAGE FEE

1

1314485

1314485

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Providing and applying tack coat with Bitumen emulsion emulsion (Rs - 1) using emulsion distributo at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per technical specification cluase 503.

27157.5

15

417682.35

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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

2.97

73254

217565.51

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Granular Sub-base with Well Graded Material (Table 400.1)For Grading II Material :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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.

5392.75

2704

14583613.83

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Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

88.44

6587

582579.04

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Retro-reflectorised Traffic Signs :- 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 i) 600 mm equletral & triangle

60

4303

258199.2

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7th Year O&M cost

1

952475

952475

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

59.3

3275

194217.58

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Edge for CC Portion

560

887

496764.8

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Kilometre stone :- Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. i) km Stone

11

2759

30350.32

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Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres

5600

38

217140.21

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Direction and Place Identification signs with size more than 0.9 sqm size board :- Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

1.92

13756

26411.9

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Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

11.85

6478

76761.18

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Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

53.04

6587

349389.33

... 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.

169.62

386

65563.22

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

6.95

66532

462397.61

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Semi-Dense Bituminous Concrete :- Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.

687.38

12406

8528179.31

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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

1348.5

6313

8513822.18

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

7.14

12529

89460.77

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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

149.76

128

19286.09

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2nd Year O&M cost

1

1826132

1826132

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

3.15

12529

39467.99

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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

27.2

7096

193031.6

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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

44

129

5681.28

... More
L021 PMGSY ROAD SAHABBAD TO ATHGAMMA TRACK 3

-

-

-

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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

44

129

5681.28

... More
Providing and laying reinforced cement concrete (M25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

39.54

7409

292962.54

... More
Construction of subgrade and earthen shoulders :-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.

76472.81

244

18709072.97

... More
WBM Grading 3 (By Mechanical Means ) :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

234.9

4220

991418.94

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6th Year O&M cost

1

838246

838246

... 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

4

12529

50118.08

... More
Providing PCC M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

46.2

6587

304332.34

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

4.76

66532

316692.46

... 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.

285.04

386

110176.51

... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

112

747

83699.84

... 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

15.2

7096

107870.6

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

8

911

7289.52

... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

149.76

192

28788.36

... More
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

21.6

5680

122697.5

... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

1.66

68010

112896.8

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

36.08

3275

118168.13

... More
Providing and laying reinforced cement concrete (M25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

18.92

7409

140183.39

... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

119.2

386

46074.38

... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

3.36

68010

228514

... More
Providing and laying reinforced cement concrete (M25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

19.5

7409

144480.77

... More
Edge Of PCC Portion

560

887

496764.8

... More
900 mm side octagon, OR

24

8692

208617.36

... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

105.4

6857

722768.91

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

8

911

7289.52

... More
600 mm x 450 mm rectangular

36

4165

149955.84

... More
ii) 200 m Stone

40

764

30584.8

... More
Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106

30

7668

230052

... More
3rd Year O&M cost

1

1840370

1840370

... More
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

710

1222

868209.3

... More
Painting Two Coats on New Concrete Surfaces:-Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

464.96

128

59877.55

... More
Road Marking with Hot Applied Thermoplastic :- 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.(Edge Of BT Portion)

1420

778

1105257

... More
18% GST on Total Main. cost

1

1364078

1364078.8



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