Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Jul 2021
Closing Date20 Aug 2021
Tender Amount₹ 3,24,05,335
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEMAH_112160_1Bid Award Id
ViewTender No
MH0765Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 (SOR. Item No. 3.3)
9965.69
-
80.8
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 Technical Specification Clause 301.5 (SOR. Item No. 3.4 A)
10176.32
-
457.89
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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (SOR. Item No. 3.14)
2543.56
-
496.66
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 (SOR. Item No. 5.1 I)
14623
-
68.01
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, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II))
2511.18
-
2049.09
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 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 as per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means.
1152.23
-
2239.04
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 80-100 kN vibratory 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. (SOR. Item No. 4.8 3(B). By Mechanical Means.
1152.23
-
2307.72
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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)).
15362.75
-
13.21
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 with (SOR.Item No. 5.9 ) By Mechanical means (II) Bitumen (S-65) VG-30 with 8% plastic waste
15362.75
-
163.51
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (SOR.Item No. 5.12)
15362.75
-
54.87
Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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,, 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,(excluding dowel bars and Polythene) (SOR.Item No. 6.4)
63.75
-
6732.53
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 (SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A
2
-
11870.4
Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (SOR.Item No. 10.16 (A) A) Retro Reflective sheeting Class-A
2
-
24106.67
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (SOR.Item No. 10.3 (B)
4.32
-
9095.05
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) ii) 600 mm equilateral triangle
2
-
3918.8
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) iii) 600 mm Circular
11
-
4478.8
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) iv) 800 mm x 600 mm rectangular
4
-
5459.05
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) vi) 600 mm x 600 mm Square
4
-
4840.93
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (SOR.Item No. 10.2 (B) (viii) 900 mm X 600 mm rectangular ]
8
-
5692.36
Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803)
4.5
-
665
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 (SOR.Item No. 10.8)
46.44
-
148.77
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Km. Stone (Precast) (SOR.Item No. 10.10 (ii))
5
-
2081.61
Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. iii) 200m Stone (Precast) (SOR.Item No. 10.10 (iii))
17
-
617.11
Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (SOR.Item No. 10.11)
467
-
514.09
Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.
4
-
29997
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. (B) 1000 mm dia (SOR.Item No. 9.3 (B))
155
-
7110.4
Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 800 mm dia.(SOR.Item No. 9.4 (C))
55
-
2970.41
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. (SOR.Item No. 14.1)
49.82
-
1934.96
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i)
39.38
-
1934.96
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. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth.
1195.34
-
158.57
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil) (SOR.Item No. 11.2 II)
217.65
-
1366.33
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (SOR.Item No. 11.4 I (i))
277.07
-
5481.94
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (SOR.Item No. 11.4 II (i))
769.82
-
5779.34
Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . (III )P.C.C grade M 20 (I) Nominal mix (1:2.5:5) (SOR.Item No. 11.4 III (i))
36.75
-
5938.06
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) PCC Grade M-15 (i) Nominal Mix 1:2.5:5 ) (SOR.Item No. 12.5 I (i))
179.57
-
5369.28
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 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9)
280
-
219.17
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (SOR.Item No. 13.5)
4.95
-
6705.26
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