Rural Development Department Tender

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Rural Development Department - RDD Tender

Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Mar 2023
Closing Date16 Mar 2023
Tender Amount₹ 6,99,42,000 
Notes
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Costs

Summary

Construction Of Bridge Over Kandia Nallah At 1 St Km On Baitarani Right Embankment ( Jayantara Sebasrama Chhak To Mohapatra Sahi) In The District Of Jajpur Under Bsy For The Year 2022-23

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Providing, driving and installing bored cast in situ RCC M-35 grade for pile of 1500mm dia to carry a safe load not less than specified in the approved design & drawing excluding cost of steel liner & reinforcement steel but including cost of shoe and length of pile to be embedded in pile cap etc complete, concrete produced by batching, using required quantity of admixture as per IS:9103-I removal of excavated earth with all lead & lift and as per section 900, 1000, 1100, 1500 & 1700 of MORT&H specifications for Road and Bridge works of (5th Revision) & Direction of Engineer-in charge.

1026.22

9658437

9411.7

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Providing RCC of grade of M35 in pile cap etc. as per approved drawing and technical specifications using high strength approved quality cement and aggregate conforming to table 1000-1 with form work complete as per Section 1000, 1100 1500 1600, 1700, 2200, 2300, 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

412.94

2976333

7207.7

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Providing and laying Plain cement concrete of grade M-15 in foundation , substructure of bridge works, drain & protection wall etc complete as per drawing and technical specification using High Strength approved quality Cement with formwork as per Section 900,1000,1500,1700, 2100 & 2200 of MORT&H specifications for Road and Bridge works of (5th Revision) as per direction of the Engineer-in-charge. In Foundation

29.32

134194

4576.57

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Above Bed level

392.76

1845634

4699.14

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In Sub-structure

26.07

127345

4884.01

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Providing Plain Cement concrete (1:3:6) mix with crushed stone aggregate of 4cm nominal size mechanically mixed ,placed in foundation & below approach slab compacted by vibrator, providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge In foundation

168.75

846819

5018.19

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In Sub-structure

65.51

332405

5074.12

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Providing RCC of grade M-25 in , substructure,superstructure wearing coat, approach slab & railling etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. Railing & Post

101.12

233414

2308.29

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Providing RCC of grade M-30 in substructure, wearing coat, approach slab etc. as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. R.C.C M-30 in Aburtment & Pier Shaft, Retrun wall

159.8

1207175

7554.15

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R.C.C M-30 in Pier & Abt Caps .

27.22

199327

7323.65

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R.C.C M-30 in Dirt wall

4.5

44317

9859.35

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R.C.C M-30 in wearing coat

24.17

149123

6171.05

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R.C.C M-30 in Approach Slab

17.1

105524

6171.05

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R.C.C M-30 in Deck Slab

281.88

2440153

8656.65

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Providing ,Cutting, Bending, Binding, Straightening & Placing of HYSD bars confirming to grade (Fe-500/Fe-550D/ SEQ&TMT Bars) I.S.1786-2008 in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

3402.09

31394078

9227.88

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Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.

47.32

96393

2037.15

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Providing, fitting and fixing tar paper as per approved drawing and technical specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

36.09

522

14.47

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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

42.25

389797

9225.97

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Providing & Fixing drainage spout (grated holes) with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 & 2709under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of theEngineer-in-Charge.

56

2457

43.89

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Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1656.2

270706

163.45

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Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C./PVC pipe as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

182.4

19452

106.65

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Providing and fixing of typical BSY 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 .

2

50000

25000

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Providing and fixing R.C.C. of grade M-20 in guard posts of 1000mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

24

10114

421.44

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Providing and filling clean sand of approved quality for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.

435.2

244582

562

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Providing, laying, spreading and compacting stone aggregates of WBM specification to 75mm compacted thickness including filling the intersection with screening & binding materials as per Clause 404 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. WBM Grade - II

115.31

287684

2494.81

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WBM Grade - III

115.31

295094

2559.07

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Providing & Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per section 900 &Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

11200

1453872

129.81

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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).

735

22439

30.53

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Providing Granular subbase with close graded Grading-III material as per table 400-1, spreading in uniform layers on the prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

348.56

430381

1234.75

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Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1537.5

71201

46.31

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Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

1537.5

19249

12.52

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Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thick composed of 13.2mm to 5.6mm aggregates using viscocity grade bitumen of grade VG-30 to required line, grade and level to serve as wearing coarse on a previously prepared base as per Technical Specification Clause 510 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1537.5

294062

191.26

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Providing and laying premix seal coat 6mm thick using 0.06cum (passing 11.2 mm sieve retained on 2.36mm) of course agreegates and 6.8kg of bitumen per 10sqm including hire and running charges of PRR, hot mix plant tar and all labours and T &P etc as per clause 511 & section 900 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

1537.5

156194

101.59

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Providing & Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement as per mix design coarse and fine aggregate confirming 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 including provision of contraction,expansion,construction and longitudinal joints ,joint filter ,separation membrance,sealant primer,joint sealant,debonding strip ,dowel bar tie rod, admixtures as approved ,curing compound ,finishing to lines and grades as per drawing and as per clause 602 & section -900of MoSRT&H Specifications for Road & Bridge works (5th. Revision)as per direction of the Engineer-in-charge.

303.75

1874456

6171.05

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Providing & furnishing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods and watering etc complete as per Clause 307 of MORT&H Specification for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

1540

34480

22.39

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Providing & back filling behind abutment, wing wall and return wall complete as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. SANDY MATERIAL

151.17

142317

941.46

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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing & technical specification.

69.6

76986

1106.11

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Providing & Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.

439.23

821269

1869.79

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Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes conforming to the requirement of IS-458 over cement concrete craddle bedding of RCC- M15 grade for culverts or first class bedding over prepared surface including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge. 1000mm dia

15

77570

5171.37

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600 mm dia

7.5

17107

2280.96



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