Rural Works Department Tender
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Costs
EMD
₹ 1,35,206Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_139238_1Tender No
BR-20R-190Tender Authority
Rural Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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1000 m lead
338.09
223
75620.59
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Granular Sub-base with Well Graded Material (Table 400.1) :- 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.
(For Grading I Material)
123.04
3874
476698.79
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WBM Grading 3 :-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.
336.61
4314
1452256.72
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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 0.70-1.0kg/sqm using mechanical means as
per Technical Specification Clause 502
3503.44
53
186558.18
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Tack Coat:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification
Clause 503.
3503.44
18
65514.33
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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
3503.44
241
845660.35
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Panel cement concrete :- Plain cement concrete pavement, thickness asper design, over a prepared sub base, eith 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not less than 0.2 cum capasity and appropriate weigh batcher using approve mix design laid in approved fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing). spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibratiors and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bar,s near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification clause 1501. PCC Grade M-
30 Each Panel
98.48
10615
1045387.85
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TRAFFIC SIGNS, MARKINGS & OTHER ROAD
APPURTENANCES
-
-
-
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Kilometre Stone
-
-
-
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause
1703
-
-
-
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Ordinary Kilometer Stone (Precast)
2
3839
7679.4
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200 m stone (precast)
4
1586
6345.04
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and
Technical Specification Clause 1701
44
-
31.68
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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
-
-
-
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600 mm equilateral & triangle, (Left/Right Curve)
4
2032
8129.08
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800 mm x 600 mm rectangular
2
2327
4654.54
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600 mm x 450 mm rectangular(School & Place)
2
2136
4272.12
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m
as per Technical Specification Clause 202.
-
-
-
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Cement Concrete
1.77
652
1154.22
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per
Technical Specification Clause 202.
-
-
-
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Cement Mortar
39.6
305
12114.83
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Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry
Works as per Technical Specification Clause 202.
-
-
-
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Above 600 mm to 900 mm dia Hume pipe
10
337
3375.2
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Earth work in excavation of foundation trenches :-- 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.
29.8
384
11461.68
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Providing M15 (PCC 1:2.5:5) in open foundation :-- Providing PCC M 15 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802,
803, 1202 & 1203
4.6
8015
36870.98
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (
M15 (PCC 1:2.5:5)
33.74
8609
290496.68
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Providing and laying RCC pipe NP-3 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
7.5
8635
64768.5
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18%GST
1
831148
831148.11
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1% Labour cess
1
46174
46174.89
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Seigniorage Fee @ 10% :-
1
58376
58376.45
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1st Year Maintenance cost
1
119189
119189
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2nd Year Maintenance cost
1
150108
150108
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3rd Year Maintenance cost
1
205811
205811
... More
4th Year Maintenance cost
1
244867
244867
... More
5th Year Maintenance cost
1
283985
283985
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18%GST
1
180712
180712.8
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1% Labour cess
1
10039
10039.6
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Seigniorage Fee @ 10% :-
1
12408
12408.77
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