Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date27 Dec 2018
Closing Date11 Jan 2019
Tender Amount₹ 59,94,000
Costs
EMD
₹ 1,19,880Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_71769_3Bid Award Id
ViewTender No
PMGSY Online N.C.B. No-143Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Loosening of the ground upto a level of 300 mm below the sub-grade level watered graded and compacted in layers to meet the requirement of Tables 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2.
585
11571
19.78
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding, wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 of MORD by manual means etc. complete as per direction of the Engineer-in-Charge.
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-
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Removing up to 600 mm dia Hume Pipe
20
3531
176.55
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Excavation for roadway in soil by mechanical means (Dozer) including cutting & pushing the earth to site of embankment upto a distance of 100m including trimming bottom & side slopes in accordance with requirements of lines, grades & cross-sections as per Clause No.301,305 of specification for road and bridge work of MORD and direction of the Engineer-in-Charge.
585
23844
40.76
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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 Tables 300.1 and 300.2 as per Technical Specification Clause
351
9982
28.44
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Earthwork embankment in all sorts of soils with all leads and lifts including breacking of clods, ramming, sectioning, watering and compacting with power road roller of 8-10 T capacity, to 97% proctor's density for finished item of work including all labour, T&P articles required for the work etc. complete as oer clause 301, 305 of specification of road and bridge works of MORD.etc. complete as per direction of the Engineer-in-Charge
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-
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Within initial lead & lift with 5 extra lead
3497.14
578951
165.55
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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 more than 2000 m as per Technical specification Clause301.5 (From selected place)
-
-
-
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Mechanical carriage with lead upto 2000 m
913.08
151160
165.55
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 of MORD etc. complete as per direction of the Engineer-in-Charge
4745
84555
17.82
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Granular sub-base/base/surface course with admixture of sand and moorum (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.etc. complete as per direction of the Engineer-in-Charge
208.85
100930
483.27
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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 as per Technical Specification Clause 405 of MORD by manual means etc. complete as per direction of the Engineer-in-Charge.
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-
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i) Grading No.-2
130.83
329482
2518.4
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ii) Grading No.-3
372.94
964668
2586.66
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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 of MORD for low porosity surface. etc. complete as per direction of the Engineer-in-Charge.
4972.5
174733
35.14
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Providing and laying surface dressing as wearing course consisting of a layer of Bituminous emulsion laid on the prepared surface,followed by a cover of crushed stone chipping of specified size and rolling with 80-100 KN roller including cleaning the road surface as per Technical Specification Clause 507.(Cold Mix First Coat Surface Dressing) as per direction of the Engineer-in-Charge.Case - I :- Nominal Aggregate size 13.2mm
4972.5
585412
117.73
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Providing and laying surface dressing as wearing course consisting of a layer of Bituminous emulsion laid on the prepared surface,followed by a cover of crushed stone chipping of specified size and rolling with 80-100 KN roller including cleaning the road surface as per Technical Specification Clause 507.(Cold Mix First Coat Surface Dressing) as per direction of the Engineer-in-Charge.Case - II :- Nominal Aggregate size 9.5mm
4972.5
481188
96.77
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material for Ordinary soil. etc. complete as per direction of the Engineer-in-Charge
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-
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Without Dewatering
142.37
38734
272.07
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Backfilling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 &1108 of MORD etc. complete as per direction of the Engineer-in-Charge
59.04
30276
512.82
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Plain Cement Concrete M15 using 40mm and down graded stone aggregate in levelling course below open foundation as per drawings & Technical Specification Clause 802,803, 1109, 1202, 1203 etc. complete as per direction of the Engineer-in-Charge
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-
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Foundation
55.56
242000
4355.66
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Sub-Structure
52.41
241015
4598.65
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Providing and laying reinforced cement concrete pipe NP3 for culverts on concrete bedding 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 of MORD etc. complete as per direction of the Engineer-in-Charge.
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-
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300 mm Dia
22.5
27555
1224.69
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600 mm Dia in Single Row
22.5
49391
2195.17
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Construction of un-reinforced, 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 14days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification specification.
206.55
1137530
5507.29
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R.S. dry packing in approns & revetments using HBG stone of approved quality including cost, conveyance etc.complete.
12.5
22988
1839.11
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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 as per section 600,700&1200 of MORD etc. complete as per direction of the Engineer-in-Charge.
105
18003
171.46
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Providing & fixing RCC guard post of M-15 grade Concrete of standard design as per IRC-25 fixed position as per drawing and Technical Specifications MORD clause 1704 of MORD etc. complete as per direction of the Engineer-in-Charge.
84
50720
603.82
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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 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 etc. complete as per direction of the Engineer-in-Charge
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-
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600mm equilateral and triangle
2
3173
1586.95
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600mm circular
2
3324
1662.03
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800 x 600mm rectangular
2
3556
1778.48
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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 of MORD etc. complete as per direction of the Engineer-in-Charge
1
10720
10720.68
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Providing and fixing of PMGSY Citizen's information board as per MORD specifications and drawing. Two nos. MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat Iron frame of both 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 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing border etc. will be painted with ready mixed synthetic enamel paint of ( framed post & steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 etc. complete as per direction of the Engineer-in-Charge
2
33429
16714.51
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Supplying & fixing of logo of size 600x600mm for PMGSY work made out of M.S.angle of 40x40x5mm size with CR sheet of 2.5mm thick & M.S.Flat bracing of 32x6mm size including 3 coat of painting as per colour specification provided in the drawing including cost, conveyance,royalty & taxes of all materials labour T&P required for the work etc. complete as per direction of the Engineer-in-charge.
2
3805
1902.74
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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 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 etc. complete as per direction of the Engineer-in-Charge
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Ordinary Kilometer Stone
3
5575
1858.34
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200 m Stone
7
3622
517.52
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MAINTENANCE (Road)
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-
-
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Routine Maintenance after completion of construction works for 1st Year
1.6
61943
9678.69
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Routine Maintenance after completion of construction works for 2nd Year
1.6
73659
11509.36
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Routine Maintenance after completion of construction works for 3rd Year
1.6
104156
16274.52
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Routine Maintenance after completion of construction works for 4th Year
1.6
120191
18779.96
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Routine Maintenance after completion of construction works for 5th Year
1.6
143738
22459.2
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