Rural Works Department Tender
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Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = ANMB, where AM is the Maximum value of civil engineering works executed in any one year during the last five financial years, updated to the price level of the current financial year.
Technical Capacity
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The bidder is required to have prior work experience as a prime contractor, subcontractor, or in construction works of similar value over the last five years. The work performed should be similar in nature and value to the proposed work. The bidder should provide certificates from concerned officers for the work performed. The bidder should have completed works of similar value, with a total monetary value of turnover and civil construction works performed for each of the last five years. The bidder's prior work experience is evaluated based on the maximum value of civil engineering works executed in any year during the last five financial years. The bidder can propose subcontracting components of the construction of road/bridge, aggregating to not more than 25 percent of the contract price. Joint ventures are allowed for the total tender value more than Rs. 10 crore. The threshold limit (up to below 10%) has been abolished. The bidder should also have valid registration and submit reports on their financial standing, such as profit and loss statements and auditors' reports, for the past five years. However, the exact amount of prior work experience and the exact percentage of ongoing construction work are not specified.
Costs
EMD
₹ 13,57,600Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Mgsy/24-25/sitamadhi/05
Description
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Contact
Tender Id
2025_RWD_140694_1Bid Award Id
ViewTender No
MGSY/24-25/Sitamadhi/05Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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Granular Sub-base with Well Graded Material (Table 400.1) Grading 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.
84.38
3913
330189.07
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GST @18%
0.18
57230904
10301562.86
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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
244
142
34794.4
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1st Year Maintenance cost
0.5
67758
33879
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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
R.C.C. Grade M-30
375.38
8752
3285520.96
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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.)
33.8
12603
426003.71
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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 .
2250
283
638842.5
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Providing steel liner 10 mm thick for curbs and 6mm
thick for steining of wells including fabricating and
setting out as per detailed drawing
13.28
87999
1168632.43
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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
669
656
438864
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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
37.67
16237
611661.73
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b) Routine pile load test on pile for 1.5 times the designload specified in Drawings
1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
321.76
3803
1223746.59
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Reinforced Cement Concrete M 30 grade apporach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 & 1211.
17.75
13556
240635.33
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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 .
5685
283
1614142.05
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
145.64
70775
10307772.95
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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
142.12
3692
524819.31
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Add Seigniorage Fee @10% .
0.1
2319184
231918.49
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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.
664
17312
11495679.28
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3rd Year Maintenance cost
0.5
100532
50266
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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.
100
778
77835
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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
0.02
73254
1465.09
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5TH Year Maintenance cost
0.5
132460
66230
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
136.96
7683
1052356.81
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4th Year Maintenance cost
0.5
116498
58249
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
329.52
4281
1410731.14
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
20
7675
153504
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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.
491.25
287
141087
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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 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.
413.1
3913
1616509.87
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WBM Grading 3 (By Manual 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 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 3 as per Technical Specification Clause 405.
286.88
5587
1602824.38
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Mix Seal Surfacing Type B
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
1912.5
260
497441.25
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RCC M-30
289.42
9748
2821390.61
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2nd Year Maintenance cost
0.5
82874
41437
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
(ii) PCC Grade M15
23.33
7761
181073.23
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211.
8.87
7509
66606.78
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c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings
1.2 m Dia Pile (2% of piles in total) .
1
150000
150000
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Labour Cess @1%
0.01
250061
2500.61
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
18
48594
874699.74
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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.
1912.5
52
100999.13
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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
100
2252
225200
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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
a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings
1.2 m Dia Pile
1
150000
150000
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Drainage spouts complete as per drawing and technical specifications Clause 1209
28
982
27513.08
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
302.4
4130
1248972.48
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Tack Coat Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
1912.5
18
34826.63
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Add Seigniorage Fee @10% .
0.1
379502
37950.24
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R.C.C. grade M 30 in Super Structure complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
45.64
72635
3315076
... More
Informatiry Sign Board
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.
3
11778
35334.69
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Labour Cess @1%
0.01
56434639
564346.4
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GST @18%
0.18
290511
52292.13
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R.C.C. grade M 30 in Open Foundation complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)
456.36
8614
3931514.02
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