Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 1,33,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_49380_1Bid Award Id
ViewTender No
SERWSCSBD Online -09/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
a) In Foundation bed
43.13
162396
3765.27
c) In Sub Structure
345
1334601
3868.41
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specification as per the approved design & drawing including providing centering & shuttering with cost,conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
230
5715
24.85
Clearing grass and removal of rubbish on both side of the road to facilitate widening of berms ,disposal of the stuff including all labour, T&P articles required for the work etc. complete as per cluse 201 of MORD by manual means etc. complete as per direction of the Engineer-in-charge
33000
44880
1.36
Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
1546.88
48525
31.37
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section, and transporting to the embankment location or disposal, with all lead and lifts as per Technical specification clause 302 of MORD and asper direction of Engineer-in charge.
14080
507161
36.02
Providing moorum shoulder with good moorum having CBR value not less than 20 & PI value not more than 6 of approved quality spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge .
451.41
221935
491.65
Providing & laying, spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing rolling with three wheel roller 80/100kn static roller in stages to proper grade and camber , applying & brooming crushable screening to fill-up the interstics of coarse agregate watering and compacting to required density as per technical specification clause-405 of MORD by Mannual Means & as per direction of Engineer-in-Charge.
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-
-
W.B.M Garde-III
601.88
1372798
2280.85
Providing , laying scraping, cleaning the road surface applying tack coat using 3.0kg of bitumen for 10sqm and laying 37.50mm thick built of spray grouting in one layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00kg bitumen for 10sqm with 0.12cum of 12mm size hard granite chips as key stone for 10 sqm spreading over and laying including heating pouring and spreading bitumen metal and chips and rolling with PRR including cost, conveyance, royality etc including hire and running charges of PRR etc.complete as per direction of Engineer-in-charge .
4012.5
878697
218.99
Providing & applying the tack coat with Bitumen Emulsion (RS-1) using emulsion distributor @ 0.20Kg/Sqm on the prepared granular surface treated with primer and cleaned with mechnial broom as per technical specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.
40125
354705
8.84
Providing , laying semi dence bituminious concrete grading-II with batch type hot mix plant using crushed aggregates of specified grading, primixed with bituminous binder of 60/70 penitration grade of bitumen, transporting the hot mix to work site, laying with hydrostaic paver finisher with sensor control to the required grade, level on the alignment, rolling with smooth wheeled, vibratory and tandem roller to the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works etc.complete as per direction of Engineer -in- charge..
1053.29
7359221
6986.89
Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 M30 (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 (steel culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound(where specified)and water finishing to lines and grade as per drawing and technical specification for road and bridge works (4 th Revision)
151.5
882990
5828.32
Reinforced cement concrete M15 grade kilometer 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 direction of Engineer-in-Charge.
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-
-
i) 5th kilometer stone (Precast)
2
6251
3125.69
ii) Ordinary kilometer stone (Precast)
6
11554
1925.7
iii) 200 Mtr. Stone (Precast)
29
14808
510.64
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 1700 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 and Clause 1700,300 & 800 of MORD etc. complete as per direction of the Engineer-in-Charge. (600 mm circular)
7
11661
1665.94
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