Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date25 Jul 2018
Closing Date14 Aug 2018
Tender Amount₹ 2,18,66,542 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 2,20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_48163_4Bid Award Id
ViewTender No
SERWSCSBD Online -06/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoSRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
17862.45
2282821
127.8
Construction of granular sub-base Grade - III by providing well graded material, spereading in uniform layers with motor grader on prepared surface mixing by sand moorum admixture etc complete and compaction to required density.as per the direction of Engineer-in -Charge
4132.01
1612351
390.21
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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 and as per direction of the Engineer-in-Charge.
-
-
-
WBM-G-II
1283.9
2911294
2267.54
WBM-G-III
1106.71
2642823
2388
Construction of Unreinforced 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 & using Plasticizer as approved, 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, laying and fixing of 125 micron thick polythene film, wedges 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, primer, sealant on the joint as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per Clause 1501 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.
425.25
2200834
5175.39
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 0.60 kg/sqm using manual means for low porosity surface and as per direction of Engineer in Charge.
14756.1
353703
23.97
Providing and applying tack coat with Bitumen emulsion (RS) at the rate of 0.20 to 0.40 kg per sqm on the prepared granular surfaces treated with primer using manual means & as per direction of the Engineer-in-Charge.
14756.1
126754
8.59
Providing, laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade of 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and rades as per Clause 511 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with cost, onveyance, royality & taxes & as per direction of the Engineer-in-Charge.
14756.1
2118090
143.54
Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and
6.80kg.of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH HMP by transporting the Hot Mix to work site laying with a Mechanical Paver
Finisher to the required grade, level and alignment as per Clause No. 513 of MoSRT&H specifications for Road & Bridge Works with cost, conveyance, royality & taxes & as per direction of the Engineer-in-Charge.
14756.1
791812
53.66
Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the engineer in charge.
9740
160028
16.43
Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification 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.
1717
230816
134.43
Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
241.23
67703
280.66
Supplying and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per direction of Engineer-in-charge.
-
-
-
HPC 600 mm Dia S/R
30
73527
2450.92
HPC 900 mm Dia S/R
37.5
172923
4611.29
Plain Cement Concrete PCC Grade M15 in Foundation complete as per drawing and technical specifications including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
256.3
1040524
4059.79
Plain Cement Concrete PCC Grade M15 in Sub Structure complete as per drawing and technical specifications including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
419.39
1747702
4167.25
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications.
40.8
66661
1633.87
R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Below bed level
61.2
314402
5137.3
Above Bed Level
39.24
205586
5239.22
Deck slab
61.2
414248
6768.76
R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
Wearing Coat
9.18
47091
5129.81
Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
137
935614
6829.3
Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
33.6
17404
518
Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.
32.4
64585
1993.38
Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
104.4
1856
17.78
Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
762.15
1122174
1472.38
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
197.5
19900
100.76
Providing and fixing of typical MMSY 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.
1
8072
8072.56
Providing and fixing of typical 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.
1
11492
11492.7
Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
-
-
-
i) 5th Kilometer stone
2
5457
2728.99
ii) Ordinary Kilometer stone
5
8256
1651.24
iii) 200 mt. stone
22
10521
478.25
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 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
20
34160
1708
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.
96
54250
565.11
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