Pradhan Mantri Gram Sadak Yojana Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is that bidders must be registered in an "eligible Class" with appropriate authorities, such as CPWD, PWD, P & T, Railway, or other State Government or Central Government. However, the specific class (such as Class A, Class B, Class I, Class II, etc.) is not explicitly mentioned.
Bid Capacity
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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, N = Number of years prescribed for completion of the works, M = 2, B = Value of existing commitments and ongoing works to be completed during the period of completion of the works. The total bid capacity available shall be more than the estimated contract value. Available bid capacity ≥ Total bid value (excluding maintenance) Available bid capacity > Estimated contract value.
Technical Capacity
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The required prior work experience for the bidder includes a Degree Holder in Civil Engineering with 2 years of experience in Road Works, a Diploma Holder in Civil Engineering with 2 years of experience in Road Works, and a Scientist with B.Sc./Degree and 2 years of experience in Road Works for field testing laboratory. The bidder must have satisfactorily completed, as prime Contractor or sub-contractor, 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. In Naxal/Left Wing Extremist Affected Districts, this value is one-fourth of the estimated cost of work. The value of road work completed by the bidder under Pradhan Mantri Janjati Adivasi Nyaya Maha Abhiyan in originally stipulated period of completion shall be counted as 120% for the purpose of this sub-clause. For subcontracting, the components of the works for construction/up-gradation should not exceed 25 percent of the Contract Price. The bidder should have experience in works of a similar nature and size for each of the last five years. The available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The bidder should provide the total monetary value of civil construction works performed for each of the last five years and the total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited, with a breakdown for each year.
Costs
EMD
₹ 8,37,740Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERJ_138862_1Tender No
RJ04JANMAN-12Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
Procedure for online payment of tender fees and Bid Security (EMD) through SBI Bank Link
BOQ Items
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Total
4.74
-
14426
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Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and
near all drainage structures and bridges (as per direction of Engineer-in-charge),
reference pillar/ burgees @ 50m interval on both side of formation width including
marking of centre line, setting out curves, recording of levels, white washing and
lettering etc. complete as per MORD specifications cl. 108.
-
-
-
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L044-Kotra to Kunda
3.4
-
1
... More
L032-NH-27 to Birmani
3.2
-
1
... More
Total
6.6
-
53460
... More
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to 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 MoRD Specification Clause 301.5
-
-
-
... More
L044-Kotra to Kunda
15502.22
-
1
... More
L032-NH-27 to Birmani
7557.08
-
1
... More
Total
23059.3
-
132
... More
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 MoRD Specification Clause 303.1.
-
-
-
... More
L044-Kotra to Kunda
12937
-
1
... More
L032-NH-27 to Birmani
6420.82
-
1
... More
Total
19357.82
-
132
... More
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete Earth, Sand, Lime, Morrum manure or sludge For 10
Km.
-
-
-
... More
L044-Kotra to Kunda
12937
-
1
... More
L032-NH-27 to Birmani
6420.82
-
1
... More
Total
19357.82
-
74.5
... More
Granular Sub-base with Well Graded Material (Table 400.1) Plant Mix Method
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading III Material
-
-
-
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L044-Kotra to Kunda
680
-
1
... More
L032-NH-27 to Birmani
640
-
1
... More
Total
1320
-
585
... More
Granular Sub-base with Well Graded Material (Table 400.1) Plant Mix Method
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401.
For Grading I Material
-
-
-
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L044-Kotra to Kunda
2117.61
-
1
... More
L032-NH-27 to Birmani
1080.78
-
1
... More
Total
3198.39
-
620
... More
Wet Mix Macadam 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 MoRD Specification Clause 406. By Mechanical Means with 1 km lead
-
-
-
... More
L044-Kotra to Kunda
1739.35
-
1
... More
L032-NH-27 to Birmani
1669.83
-
1
... More
Total
3409.18
-
1183
... More
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 MoRD Specification Clause 502
-
-
-
... More
L044-Kotra to Kunda
11554.33
-
1
... More
L032-NH-27 to Birmani
11090.83
-
1
... More
Total
22645.15
-
47
... More
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
... More
L044-Kotra to Kunda
11554.33
-
1
... More
L032-NH-27 to Birmani
11090.83
-
1
... More
Total
22645.15
-
14.4
... More
Mix Seal Surfacing
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 Viscosity 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 MoRD Specification Clause 509
By Mechanical Means Type B
Bitumen (VG-30)
-
-
-
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L044-Kotra to Kunda
11554.33
-
1
... More
L032-NH-27 to Birmani
11090.83
-
1
... More
Total
22645.15
-
148
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Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
-
-
-
... More
L044-Kotra to Kunda
150
-
1
... More
L032-NH-27 to Birmani
93.75
-
1
... More
Total
243.75
-
2428
... More
Construction of panel concrete pavement M-40 grade for Ultra Thin white Topping (Thickness equal to or less than 100 mm) Construction of short paneled un reinforced, plain cement concrete pavement (Ultra Thin white Topping as per IRC : SP: 76-2015) :M-40 grade concrete over a prepared sub base or over bituminous surface (Existing bituminous surface prepared if necessary either by milling or leveling course to be done with BM / DBM / DLC to correct surface profile and to be paid separately) with Ordinary Portland Cement 53 grade confirming to IS:12269, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continMM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. Curing of concrete slabs for 14 - days, curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement. MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desir
-
-
-
... More
L044-Kotra to Kunda
150
-
1
... More
L032-NH-27 to Birmani
93.75
-
1
... More
Total
243.75
-
7112
... More
Earthwork in excavation for structures as per drawing and MoRD 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.Ordinary soil Upto 3 m depth
-
-
-
... More
L044-Kotra to Kunda
627.86
-
1
... More
L032-NH-27 to Birmani
837.22
-
1
... More
Total
1465.08
-
211
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
-
-
-
... More
L044-Kotra to Kunda
273.72
-
1
... More
L032-NH-27 to Birmani
365.94
-
1
... More
Total
639.66
-
3255
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20
-
-
-
... More
L044-Kotra to Kunda
523.62
-
1
... More
L032-NH-27 to Birmani
944.84
-
1
... More
Total
1468.46
-
3771
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202
-
-
-
... More
L044-Kotra to Kunda
4.75
-
1
... More
L032-NH-27 to Birmani
8.79
-
1
... More
Total
13.54
-
73819
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
-
-
-
... More
L044-Kotra to Kunda
175
-
1
... More
L032-NH-27 to Birmani
182.5
-
1
... More
Total
357.5
-
4164
... More
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and 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 vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
-
-
-
... More
L044-Kotra to Kunda
45.23
-
1
... More
L032-NH-27 to Birmani
150.46
-
1
... More
Total
195.69
-
5083
... More
Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501
-
-
-
... More
L044-Kotra to Kunda
135.69
-
1
... More
L032-NH-27 to Birmani
451.38
-
1
... More
Total
587.07
-
68
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 300 mm dia
-
-
-
... More
L044-Kotra to Kunda
125
-
1
... More
L032-NH-27 to Birmani
125
-
1
... More
Total
250
-
819
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder
-
-
-
... More
L044-Kotra to Kunda
20
-
1
... More
L032-NH-27 to Birmani
20
-
1
... More
Total
40
-
877
... More
Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm
-
-
-
... More
L044-Kotra to Kunda
28.8
-
1
... More
L032-NH-27 to Birmani
18
-
1
... More
Total
46.8
-
1925
... More
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 GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 900 mm equilateral triangle
-
-
-
... More
L044-Kotra to Kunda
7
-
1
... More
L032-NH-27 to Birmani
7
-
1
... More
Total
14
-
4450
... More
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 GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm equilateral triangle
-
-
-
... More
L044-Kotra to Kunda
3
-
1
... More
L032-NH-27 to Birmani
3
-
1
... More
Total
6
-
2905
... More
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 GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm circular
-
-
-
... More
L044-Kotra to Kunda
3
-
1
... More
L032-NH-27 to Birmani
3
-
1
... More
Total
6
-
3915
... More
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 GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 800 mm x 600 mm rectangular
-
-
-
... More
L044-Kotra to Kunda
8
-
1
... More
L032-NH-27 to Birmani
6
-
1
... More
Total
14
-
545
... More
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 GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm x 450 mm rectangular
-
-
-
... More
L044-Kotra to Kunda
3
-
1
... More
L032-NH-27 to Birmani
3
-
1
... More
Total
6
-
3815
... More
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 GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm x 600 mm square
-
-
-
... More
L044-Kotra to Kunda
4
-
1
... More
L032-NH-27 to Birmani
3
-
1
... More
Total
7
-
4530
... More
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
-
-
-
... More
L044-Kotra to Kunda
1
-
1
... More
L032-NH-27 to Birmani
1
-
1
... More
Total
2
-
13610
... More
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
-
-
-
... More
L044-Kotra to Kunda
2
-
1
... More
L032-NH-27 to Birmani
2
-
1
... More
Total
4
-
4091
... More
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
-
-
-
... More
L044-Kotra to Kunda
2
-
1
... More
L032-NH-27 to Birmani
2
-
1
... More
Total
4
-
14610
... More
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 MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast)
-
-
-
... More
L044-Kotra to Kunda
4
-
1
... More
L032-NH-27 to Birmani
4
-
1
... More
Total
8
-
1550
... More
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 MoRD Specification Clause 1703 200 m stone (precast)
-
-
-
... More
L044-Kotra to Kunda
14
-
1
... More
L032-NH-27 to Birmani
13
-
1
... More
Total
27
-
353
... More
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
-
-
-
... More
L044-Kotra to Kunda
246.4
-
1
... More
L032-NH-27 to Birmani
233.2
-
1
... More
Total
479.6
-
529
... More
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
... More
1st year
6.6
-
41006.06
... More
2nd year
6.6
-
52463.64
... More
3rd year
6.6
-
67539.39
... More
4th year
6.6
-
78996.97
... More
5th year
6.6
-
91660.61
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