Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date
10 Jun 2019Closing Date
28 Jun 2019Tender Amount
₹ 1,92,47,002Costs
EMD
₹ 3,84,940Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_77870_7Bid Award Id
ViewTender No
PMGSY/RWSESNG-01 OF 2019-20Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
Cement concrete
10.8
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1091.56
Above 600 mm. to 900 mm. dia hume pipe
8
-
238.8
Loosening the ground upto a level of 300mm below the sub-grade level, watered, graded, compacted in layers to meet requirement of Table 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2 of MoRD and as per the direction of the Engineer-in-charge.
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-
-
A
4893.75
-
12.3
Construction of embankment, Subgrade and shoulders with approved material obtained from borrow pits transporting to site by mechanical means with all leads & lifts, spreading, grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301 of MORD and as per the direction of the Engineer-in-Charge.
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-
-
A
15696.52
-
168.33
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 301 of MoRD and as per the direction of the Engineer-in-charge.
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A
424.13
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28.45
Filling in Foundation Trenches with sand as per drawing and technical specification Clause 305.3.9 & 1108 of MoRD and as per the direction of the Engineer-in-charge.
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-
-
A
183.06
-
416.02
Construction of Granular sub-base by providing well graded moorum & sand as per design mix, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator, to achieve PI value less than 6 and compacting at OMC with smooth wheel roller / compactor to achieve the desired density, complete as per Technical Specification Clause 2.2 of IRC SP-77 & 402 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
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-
A
3045.34
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460.49
Providing and laying , spreading and compacting stone aggregates of specific size for WBM (Water Bound Macadam) as per specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to propper grade and camber, applying and brooming, crushable screening / stone screening , binding materials to fill-up the interstices of course aggregate, watering and compacting to the required density as perTechnical Specification Clause 405 of MORD specification for Rural roads by manual means and as per direction of Engineer-in-charge.
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-
i) Grading No.-II
1167.19
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2222.79
ii) Grading No.-III
1239.39
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2301.76
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 and as per the direction of the Engineer-in-charge.
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-
A
15775.17
-
30.75
Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD and as per the direction of the Engineer-in-charge
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-
A
15775.17
-
10.67
Providing, laying and rolling of open-graded Premix Carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen to required line, grade and level 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 Type C as per Technical Specification Clause 508 of MoRD by manual means i.e., without paver finisher and as per the direction of the Engineer-in-charge.
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A
15775.17
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137.45
Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 of MORD with S-65 grade bitumen laid by manual means I.e., without chips spreader and as per the direction of the Engineer-in-charge.
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A
15775.17
-
45.56
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
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-
A
16580
-
18.63
Earthwork in excavation for foundation of structures in all kinds of soil upto 3m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
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A
848.28
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272.07
Providing PCC plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge.
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-
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M-10
156.32
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4169.1
M-15
263.67
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4028.31
M-20
9.38
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4396.37
Providing PCC plain cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MoRD and as per the direction of the Engineer-in-charge.
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-
-
M-15
209.09
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4253.68
Supplying, fitting and placing HYSD bar reinforcement (Fe415) complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads and as per direction of the Engineer-in-Charge.
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-
-
A
3.91
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5960.76
Providing Weepholes in brick masonary/stone masonary, 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 of MoRD and as per the direction of the Engineer-in-charge.
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A
115
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265.21
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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-
600mm dia (Single row)
22.5
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2699.36
1000mm dia (Single row)
52.5
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6101.17
Providing and laying boulder appron 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 1300 of MoRD and as per the direction of the Engineer-in-charge.
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-
A
69
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1480.19
Gravel backing and Providing and laying filter media underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
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-
A
34.5
-
644.79
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, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finishing in continuous operation including provising 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 14 days, curing compound and water finishing to lines and grade as per drawing and Teachnical Specification Clause 1501 and as per the direction of the Engineer-in-charge.
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A
131.51
-
5154.31
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 of MoRD and as per direction of the Engineer-in-charge.
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-
A
2
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7118.88
Providing and fixing reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge.
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5th kilometer stone
1
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2897.63
Ordinary kilometer stone
5
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1756.46
200 mm stone
19
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494.51
Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge.
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A
49
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607.15
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 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge.
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900 mm equilateral triangle
36
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1565.01
600 mm circular
12
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1528.94
600 mm X 450 mm rectangular
5
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1521.94
Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
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A
2
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14432.3
Routine Maintenance
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Routine Maintenance after completion of construction works as per contract data of Standard Bidding document.
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For 1st Year
4.5
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27632.22
For 2nd Year
4.5
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38668.85
For 3rd Year
4.5
-
66151.26
For 4th Year
4.5
-
74637.63
For 5th Year
4.5
-
79178.76
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