Rural Works Department Tender
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Technical
Technical
Additional Eligibility
Bid Capacity
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The bid capacity required in the given tender to bid is calculated using the formula: Assessed Available Bid Capacity = ( A*N*M - B ) where A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress.
N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as ½ and more than 6 months as 1 in a year). M = 2 or such higher figure not exceeding 3 as may be specified in the Appendix to ITB. B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. Additionally, bidders must have access to financial resources equivalent to at least 10% of the contract value. Therefore, the bid capacity required includes both the assessed available bid capacity calculated using the given formula and the minimum financial capacity of 10% of the contract value.
Technical Capacity
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The required prior work experience for the bidder includes having executed and received payments for engineering construction works in the last five years. The bidder must have satisfactorily completed at least one similar work equal in value to one-third of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. However, in Naxal/Left Wing Extremist Affected Districts, this value is reduced to one-fourth of the estimated cost. The value of road work completed by the bidder under Pradhan Mantri Gram Sadak Yojana in the originally stipulated period of completion shall be counted as 120% for the purpose of this requirement. No specific amount is mentioned for the required prior work experience. The percentages mentioned are 120% for work completed within the stipulated period, 50% for the lead partner in a joint venture to meet the qualification criteria, and 25% for each remaining partner in a joint venture to meet the qualification criteria.
Costs
EMD
₹ 4,23,777Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_139475_1Tender No
BR-33R-631Tender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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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.
2275.52
53
121330.73
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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.
7173.75
18
131494.84
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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
7173.75
250
1796809.16
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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
328.13
7730
2536513.81
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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. i) Km stone
3
2958
8874.87
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ii) 200 m stone
11
796
8761.06
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Boundary Pillar :- 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
48
710
34080
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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.
382.6
801
306711.29
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At Both Edge For (PCC)
140
913
127836.8
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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 andmaintaining the plants for one year
192
1221
234552.96
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Providing and fixing of typical PMGSY 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
3
11545
34637.01
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Providing and fixing of Retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. (600 mm circular, (Speed Limit) i) 600 mm equilateral & triangle,
6
4433
26601.48
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600 mm x 450 mm rectangular
1
5660
5660.01
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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.
355.2
386
137295.46
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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
25.46
7258
184795.05
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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
105.1
7868
826944.67
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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
118.3
8139
962887.47
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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
106
134
14308.94
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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
5.11
62695
320374.87
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
87.37
2912
254484.35
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
62.38
3685
229879.66
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Providing and laying reinforced cement concrete (M25) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
24.58
9146
224831.79
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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
2.08
64172
133477.78
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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
22
6166
135666.96
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Drainage spouts complete as per drawing and technical specifications Clause 1209
12
815
9786
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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
4.54
13763
62485.7
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
261
3654
953915.85
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
130.5
3685
480912.08
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
43.5
3654
158985.98
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Construction Cost
-
-
-
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Labour Cess 1%
1
155141
155141.6
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Seigniorage Cost
1
215294
215294.64
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18% GST ON TOTAL COST
1
2859227
2859227.33
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(A)Total Construction Cost
-
-
-
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1st Year Maintenance cost
1
123054
123054
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2nd Year Maintenance cost
1
352309
352309
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3rd Year Maintenance cost
1
721301
721301
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4th Year Maintenance cost
1
352761
352761
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5th Year Maintenance cost
1
418889
418889
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Maintenance Cost
-
-
-
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Labour Cess 1%
1
19683
19683.14
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Seigniorage Cost
1
84073
84073.52
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18% GST ON TOTAL COST
1
372972
372972.72
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