Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Oct 2022
Closing Date29 Oct 2022
Tender Amount₹ 3,76,47,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_82264_4Bid Award Id
ViewTender No
Road Online N.C.B. No-247Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Removing Pipe
67.5
-
276.96
Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge.
27655.54
-
132.31
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lift and lead upto 1000 m as per direction of EIC
2418.75
-
3.6
Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.
15345
-
18.97
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
5381.21
-
465.68
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MoRD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,and disposal upto a lead of 50m dressing of sides and bottom and backfilling with approved material upto a depth of 3m
473.85
-
32.95
Providing and laying Water Bound Macadam (WBM) grading of coarse aggregate confirming to table :400.7 & 400.8, in compacted layers as per the specifications.( With Crushable Moorum & as per direction of EIC
a)Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
1261.11
-
2481.02
Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
1425.64
-
2523.09
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
19281.83
-
34.6
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
19281.83
-
12.64
Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
486.28
-
8041.69
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 M-30 (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 form work 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.
406.73
-
6075.88
Earthwork 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.
2604.96
-
215.15
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD
591.32
-
374.19
Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
145.21
-
4863.49
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
45.5
-
4966.63
Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
339.98
-
4661.09
Plain cement concrete in Sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1605.08
-
4768.35
P.C.C. Nominal mix (1:2:4) in foundation using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
46.26
-
5000.1
P.C.C. Nominal mix (1:2:4) in Sub structure using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
74.46
-
5103.24
R.C.C. M25 in foundation raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
51.02
-
5504.14
R.C.C. M25 in Sub Structure raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
60.08
-
7033.8
R.C.C. M25 in Super Structure raft using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
106.35
-
7689.37
Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
8.08
-
5627.65
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
245.62
-
8518.31
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
89.72
-
2120.58
Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
i)1000mm dia single row
75
-
6243.72
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
237.96
-
1782.14
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
32
-
695.58
Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
41.82
-
1011.67
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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
662
-
105.66
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 and as per direction of EIC
i) 900mm equilateral triangle
24
-
1807.13
ii) 600mm dia circular ( Speed Limit)
2
-
1775.19
iii)800mm x600mm rectangular ( For Place Indentification)
2
-
1869.11
iv) 600x600 mm square( For Intersection)
4
-
1811.9
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 and as per direction of EIC
2
-
2835
Providing and fixing of typical 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 and as per direction of EIC
2
-
9641.96
Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC
2
-
15320.56
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
396
-
382.52
Providing & pillars and Fixing Reference TBM pillars benchmark one no,working benchmark 4 nos per km and near all drainage structure and bridges,reference pillars/Burjees @ 100m interval on both sides of the formation width as per MORD specification clause 100(drawing 200.1& 200.2 of standard Data book) and direction of the engineer in charge.(The marking of centre line setting out curves and recording of levels,etc by the surveyor will be incidental to the work and no extra payment shall be made for the same.)
i)Reference Pillar
102
-
771.69
ii)TBM Pillar
20
-
1368.22
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
i)Fixing of 5th. Km. Stone
2
-
3526.4
Ordinary kilometer stone
5
-
2105.58
200 mm Stone
23
-
766.67
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