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_67902_53Bid Award Id
ViewTender No
SERWSCSBD Online - 02/2021-22Tender 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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Road C
26500
-
1.87
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Road D
28600
-
1.87
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Road E
9300
-
1.87
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Earth work in all kinds of soil in embankments/ shoulder/ sub grade and roads with all leads and lifts including rough dressing and breaking clods max 5 cm to 7 cm & laying in layers each layer not exceeding 23 cm in depth up to required level including removals of roots shrubs bushes and all foreign debris from the earth, compaction with PRR including hire and running charges of PRR as per direction of Engineer-in-Charge.
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-
-
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Road A
2600
-
126.04
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Road B
2800
-
126.04
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Road C
1272
-
126.04
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Road D
1372.8
-
126.04
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Road E
403
-
126.04
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Road marking with hot Applied thermoplastic compound with Reflectorising Glass beads on bituminous surface providing and applying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per Sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35.The finished surface to be leveled,uniform and free from streakers and holes.
-
-
-
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Road A
1900
-
389.05
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Road B
1960
-
389.05
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Road C
500
-
389.05
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Road D
1100
-
389.05
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Road E
310
-
389.05
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Providing 75mm. compacted thickness WBM Grade - III, using following size of metal including quarrying, collecting, conveying & stacking at work site or at approved stacking yard beyond the trafficable beams for pre-measurement of metal of approved quality from approved quarry including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for conveying from stacks, stacked at work site or at approved stacking yard spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks, filling the interstices spreading the same over the metalled surface in required quantities watering, including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles required for the work etc. complete as per specification & direction of the Engineer-in-Charge (measurement will not be taken for quantity of filter materials, compacted thickness to be measured as 75mm. thick)
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-
-
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Road A
64.14
-
2138
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Road B
67.27
-
2174.8
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Road C
52.75
-
2089
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Road D
42.66
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2027.8
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Road E
22.61
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1893.1
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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 & spraying primer @ 0.60kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.
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-
-
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Road A
855.18
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30.73
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Road B
896.91
-
30.73
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Road C
703.26
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30.73
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Road D
568.83
-
30.73
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Road E
301.5
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30.73
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid onprepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Clause 510 of MoSRT&H Specifications
for Road & Bridge works (4th Revision)
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-
-
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Road A
3562.5
-
75.78
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Road B
3675
-
76.04
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Road C
3750
-
75.42
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Road D
754.55
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74.98
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Road E
559.39
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74
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
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-
-
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Road A
35625
-
9.97
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Road B
36750
-
9.97
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Road C
18750
-
9.97
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Road D
20625
-
9.97
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Road E
5812.5
-
9.97
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Providing and laying semi dense bituminous concrete with batch type 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)
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-
-
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Road A
890.63
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8886.2
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Road B
918.75
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8930.6
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Road C
468.75
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8827.1
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Road D
515.63
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8753.1
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Road E
145.31
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8590.4
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Providing and applying white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specificatin clause 1915 with all labuor, material, T&P taxes and Cess etc complete as per specification and direction of Engineer in charge.
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-
-
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Road A
482.47
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26.1
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Road B
468.8
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26.1
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Road C
364.38
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26.1
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Road D
374.28
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26.1
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Road E
102.99
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26.1
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Maintenace of road signs by way of cleaning and repainting of mandatory / requlatory / cutionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910. as per direction of the Engineer-in-charge.
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-
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Road A
10
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1155.3
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Road B
10
-
1155.3
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Road C
5.3
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1155.3
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Road D
5.72
-
1155.3
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Road E
1.55
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1155.3
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Maintenace of 200 mtr, km stone & 5th km stones by way of refitting f tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 mtr, km stone and 5th km stone as perdrawings and technical specification Clause 1912 as per direction of the Engineer-in-charge.
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-
-
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Road A
10
-
725.9
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Road B
10
-
725.9
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Road C
5.3
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725.9
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Road D
5.72
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725.9
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Road E
1.55
-
725.9
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Earth work in excavation for foundation of structures in all kinds of soil upto 3.0m.depth as per drawing and technical specification clause 1104 & 305 of MORD specification for Rural roads including setting out, construction of shoring & bracing, removal of stumps and other deleterious material & disposal up to a lead of 50mtr, dressing of sides and bottom and back filling with excavated suitable materials as per direction of Engineer-in charge
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-
-
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Road A
75.94
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182.8
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Road B
54
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182.8
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Road C
112.5
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182.8
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Road D
131.25
-
182.8
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Road E
56.25
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182.8
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Filling in foundation trenches with sand as per drawing and of MORD specification for Rural roads technical specification clause 1108 & 305.3.9 and as per direction of Engineer in charge
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-
-
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Road A
10.13
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850.9
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Road B
27
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863
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Road C
45
-
778
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Road D
52.5
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717.3
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Road E
7.5
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583.7
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Cement Concrete (1:3:6) with 4cm. broken hard granite metal of approved quality from approved quarry including hoisting, exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in-charge., providing grooves & beads where necessary complete in all respects.
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-
-
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Road A
91.13
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4401.7
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Road B
20.25
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4444.4
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Road C
33.75
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4327.2
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Road D
39.38
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4241.4
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Road E
67.5
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4061.5
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Cement Concrete (1:2:4) with 12 mm size hard broken hard granite metal of approved quality from approved quarry including hoisting, exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curring, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance, royalty & taxes of all materials required for the work including supplying & working of pumps, T&P articles finishing the exposed surface smooth as per specification & direction of the Engineer-in-charge., providing grooves & beads where necessary complete in all respects.
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-
-
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Road B
20.25
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5826.3
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Road C
33.75
-
5730.7
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Road D
39.38
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5662.4
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board 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 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 direction of the Engineer in charge.(600 mm square)
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-
-
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Road A(900mm Equilateral triangle)
20
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1775.14
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Road A(600mm Circular)
6
-
1452.6
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Road A(600mm x450mm Rectangular)
7
-
1479.7
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Road B(900mm Equilateral triangle)
18
-
1780.32
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Road B(600mm Circular)
6
-
1452.6
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Road B(600mm x450mm Rectangular)
10
-
1484.88
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Road C(900mm Equilateral triangle)
8
-
1766.05
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Road C(600mm Circular)
5
-
1452.6
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Road C(600mm x450mm Rectangular)
5
-
1470.62
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Road D(900mm Equilateral triangle)
10
-
1755.52
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Road D(600mm Circular)
3
-
1452.6
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Road D(600mm x450mm Rectangular)
6
-
1449.21
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Road E(900mm Equilateral triangle)
2
-
1733.77
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Road E(600mm Circular)
1
-
1452.6
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Road E(600mm x450mm Rectangular)
3
-
1438.34
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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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
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-
-
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Road A
8
-
9358.7
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Road B
6
-
9358.7
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Road C
4
-
9358.7
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Road D
4
-
9358.7
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Road E
3
-
9358.7
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