Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date2 Mar 2019
Closing Date20 Mar 2019
Tender Amount₹ 60,46,348
Costs
EMD
₹ 68,790Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERWI_54310_7Bid Award Id
ViewTender No
Online N.C.B. No-153Tender 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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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
404.44
11502
28.44
... More
Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered.
1526.25
580036
380.04
... More
Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
3198.75
52491
16.41
... More
Construction of Soil Aggregate Sub-Base by Providing well graded material of nominal maximum size grading 10mm as per table 2.3 of IRC-77-2008. spreading in uniforem layers with tactor mounted appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount approplate rotavator attaachment and compaction with 3wheel 80-100KN static rooler capacity to achieve the desired density complete as per specification contained in para 2.2, 3.6 and 3.7 of IRC SP 77-2008
685.16
357770
522.17
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .
-
-
-
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Grading No. -II (63-45mm size) with crusable screening like moorum and sand admixure
82.62
188170
2277.54
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Grading No. -III (53-22.4 mm size) with crusable screening like moorum and sand admixure
82.62
191743
2320.79
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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 and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 for low porosity surface and as per direction of Engineer-in-Charge.
1101.6
24114
21.89
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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 & as per direction of Engineer-in-Charge.
1101.6
8801
7.99
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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 @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat).
1101.6
165317
150.07
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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 and as per direction of Engineer-in-Charge.
1101.6
64487
58.54
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Construction of panelled 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 25mm 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
343.12
1783781
5198.71
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
577.77
96955
167.81
... More
Filling sand-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.
232.23
77107
332.03
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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
28.9
121831
4215.62
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Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
494.56
2030425
4105.52
... More
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 irection of Engineer-in charge.
-
-
-
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600 mm dia Single Row
7.5
14532
1937.73
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1000 mm dia Single Row
7.5
33038
4405.15
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1000 mm dia Double Row
45
198231
4405.15
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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
55.14
5692
103.23
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Providing and fixing of informatory sign board as per MORD specifications and drawing.
1
8779
8779.73
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67.
-
-
-
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For 600 mm Equialateral Triangle
4
6794
1698.57
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For 600 mm Circular
4
7097
1774.26
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Providing and fixing of Citizen sign board as per MORD specifications and drawing.
1
8998
8998
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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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Fixing of Km. Stone
1
1725
1725.63
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Fixing or 200m Stone
6
2961
493.66
... More
Guide Post
299
170890
571.54
... More
Bill of Quantity (Part-II for Maintenance)
-
-
-
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Restoration of rain cuts with soil, 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 MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st Year
64.8
17198
265.41
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2nd Year
114.47
30381
265.41
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3rd Year
184.31
48917
265.41
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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 MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1 st year
216
7346
34.01
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2 nd year
259.2
8815
34.01
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3 rd year
475.2
16161
34.01
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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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1 st year
324
4260
13.15
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2 nd year
388.8
5112
13.15
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3 rd year
712.8
9373
13.15
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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 as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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1 st year
27
6277
232.51
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2nd year
54
12555
232.51
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3 rd year
243
56499
232.51
... More
Cutting of branches of trees 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 of MORD as per direction of the Engineer in charge.
-
-
-
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1 st year
4
449
112.48
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2 nd year
4
449
112.48
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3 rd year
4
449
112.48
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Cutting of shurb 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 of MORD as per direction of the Engineer in charge.
-
-
-
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1 st year
14
95
6.8
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2 nd year
14
95
6.8
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3 rd year
14
95
6.8
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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
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1 st year
124.2
280
2.26
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2 nd year
149.04
336
2.26
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3 rd year
173.88
392
2.26
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