Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73616_12Bid Award Id
ViewTender No
CCERWCSBD Online-17/2021-22Tender 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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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 Engineer-in-Charge.
27150
-
18.7
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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)
4254.77
-
1248.42
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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
7336.69
-
1731.57
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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 Engineer-in-Charge
49775
-
35.12
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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 Engineer-in-Charge
49775
-
12.82
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Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H Specifications for Road and Bridge work
2488.75
-
7205.98
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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)
1244.38
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8067.1
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Construction of un-reinforced Panel 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 & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the Engineer-in-Charge.
506
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5838.6
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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.
6737.96
-
207.9
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Providing cement concrete M-15 with clean hard granite chips of 40mm. down graded size of approved quality and specification from approved quarry consistent with strength & cover of concrete of in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required cost conveyance, royality & taxes of all materials complete as per specification & direction of the Engineer-in-Charge complete in all rerspects.
-
-
-
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Foundation
113.4
-
4399.92
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Sub-structure
545.99
-
4507.19
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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.
-
-
-
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1000mm dia single row
150
-
5448.95
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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
191.52
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1228.59
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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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
150
-
105.56
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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 and as per direction of EIC
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-
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900mm equilateral triangle
32
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1769.07
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600mm dia circular ( Speed Limit)
2
-
1737.12
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800mm x600mm rectangular ( For Place Indentification)
2
-
1831.04
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600x600 mm square( For Intersection)
4
-
1773.83
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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
4
-
2792.17
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Providing and fixing of typical OMBADC 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
3
-
9497.29
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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
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15005.07
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Providing & fixing guard stones of R.C.C. M-15 grade guard / boundary post of standard design as per IRC-25 fixed position as per drawing and MoRD Technical Specifications Clause 1700 and as per direction of Engineer-in-charge.
390
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396.34
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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-
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Fixing of 5th. Km. Stone
2
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3447.98
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Ordinary kilometer stone
9
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2047.2
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200 mm Stone
40
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775.05
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Routine Maintenance
-
-
-
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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902
-
-
-
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Ist year
370
-
288.05
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2nd year
444
-
288.05
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3rd year
532.8
-
288.05
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4th year
639.36
-
288.05
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5th year
767.23
-
288.05
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
-
-
-
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Ist year
988.65
-
34.82
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2nd year
1186.38
-
34.82
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3rd year
1423.66
-
34.82
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4th year
1708.39
-
34.82
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5th year
2050.06
-
34.82
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
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Ist year
1200
-
13.84
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2nd year
1440
-
13.84
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3rd year
1728
-
13.84
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4th year
2073.6
-
13.84
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5th year
2488.32
-
13.84
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C specification Clause 1904.2
-
-
-
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Ist year
310
-
257.66
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2nd year
372
-
257.66
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3rd year
446.4
-
257.66
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4th year
535.68
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257.66
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5th year
642.82
-
257.66
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
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Ist year
10
-
1184.82
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2nd year
12
-
1184.82
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3rd year
14.4
-
1184.82
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4th year
17.28
-
1184.82
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5th year
20.74
-
1184.82
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Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
-
-
-
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Ist year
10
-
587.34
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2nd year
12
-
587.34
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3rd year
14.4
-
587.34
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4th year
17.28
-
587.34
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5th year
20.74
-
587.34
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Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
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Ist year
1000
-
125.16
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2nd year
1200
-
125.16
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3rd year
1440
-
125.16
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4th year
1728
-
125.16
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5th year
2074
-
125.16
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Cutting shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
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Ist year
1800
-
7.48
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2nd year
2160
-
7.48
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3rd year
2592
-
7.48
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4th year
3110
-
7.48
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5th year
3732
-
7.48
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Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
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Ist year
9000
-
2.55
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2nd year
10800
-
2.55
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3rd year
12960
-
2.55
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4th year
15552
-
2.55
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5th year
18662.4
-
2.55
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