Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Mar 2024
Closing Date18 Mar 2024
Tender Amount₹ 3,97,36,261
Costs
EMD
₹ 1,99,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_132488_1Bid Award Id
ViewTender No
PMGSY Nanded MH-18155Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Earth work for Embankment-Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density
5832
425036
72.88
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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
7983.07
4071764
510.05
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Construction of sub grade 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.
11655.88
5833651
500.49
... More
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.(Grade -1)
1709.97
3327687
1946.05
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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 2 as per Technical Specification Clause 405.(By Mechanical Means)
2947.47
6091801
2066.79
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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.
1484.97
3428751
2308.97
... More
Providing and applying prime 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
19799.7
1750491
88.41
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
19799.7
298777
15.09
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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 by Paver finisher 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. (20mm thick open graded premix carpet using bitumen emulsion as per technical specification clause 506.2)
19799.7
3661162
184.91
... More
Seal coat-Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A , Type B (by Paver finisher) and Type C as per Technical Specification Clause 510
19799.7
1482007
74.85
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Construction of DRY LEAN CEMENT CONCRETE Sub base over prepared sub- grade with coarse and fine aggregate conforming to IS:383 The size of coarse aggregate not excedding 25 mm , cement content not to be less than 150 Kg /cum etc completed
168.75
708486
4198.44
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White Topping on Concrete over lay for Urban road Construction of Thin White Topping plain cement concrete pavement over a prepared subbase with 43 grade cement, coarse and fine aggregate conforming to IS383, maximum size of coarse aggregate not exceeding 25 mm, replacing cement by flyash to the extent of 15 percent and sand by 10 percent, mixed in abatching and mixing plant as per approved mixdesign, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, construction and longitudinal joints with panel size of 1m X 1m, joint filler, seal ant primer, joints ealant, debonding strip, dowel bar, tierod, admixtures, polypropylene fiber as approved, curing compound, finishing to lines and grades as per drawing
253.12
2091933
8264.59
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Reinforced cement concrete M15 grade Boundary Pillar of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704 Boundary Pillar
200
120838
604.19
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Reinforced cement concrete M15 grade 5 th Kilometer Stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5 th Kilometer Stone
1
4348
4348.11
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Reinforced cement concrete M15 grade kOrdinary 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 Ordinary Kilometer Stone (Precast)
7
17873
2553.35
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Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M Stone (Precast)
27
14293
529.4
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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
2
64963
32481.6
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Providing and fixing a typical PMGSY 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. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)
2
29814
14907.32
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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 color in front and gray color 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 color 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 (600 mm equilateral Trangle)
10
38571
3857.19
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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 color in front and gray color 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 color 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 .(600 mm equilateral Cricle )
12
53012
4417.74
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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 color in front and gray color 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 color 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 .(800 mm x 600 mm rectangular e)
10
53974
5397.44
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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 1106.600 mm Dia
200
360974
1804.87
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone 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.
98.73
48292
489.14
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
75
35383
471.78
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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 side as directed by Engineer in charge etc complet.
412.31
221678
537.65
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble Filling
80.85
78223
967.51
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Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing. (1000 mm dia.)
157.5
1124540
7139.94
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Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for PCC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Nominal Mix1:3:6
68.78
384967
5597.08
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Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with cm1:2 if required and curing complete.Nominal Mix1:2.5:5
520.55
2885065
5542.34
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I) 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
100
18308
183.08
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