Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date19 Sep 2018
Closing Date1 Oct 2018
Tender Amount₹ 87,32,466
Costs
EMD
₹ 1,03,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_49380_21Bid Award Id
ViewTender No
SERWSCSBD Online -09/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Road C
4950
13167
2.66
Road D
8081.25
21496
2.66
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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-
-
Road A
15600
205764
13.19
Road B
7050
93060
13.2
Road C
4950
65340
13.2
Road D
8081.25
106591
13.19
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using 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 by manual means with cost, conveyance, royality & taxes & as per direction of the Engineer-in-Charge.
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-
-
Road A
1560
214734
137.65
Road B
705
96197
136.45
Road C
495
67542
136.45
Road D
808.13
109105
135.01
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 .
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-
-
Road A
780
169143
216.85
Road B
352.5
75544
214.31
Road C
247.5
53041
214.31
Road D
404.06
85365
211.27
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) (Grading-II)
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-
-
Road A
390
2673247
6854.48
Road B
176.25
1200306
6810.25
Road C
123.75
843680
6817.62
Road D
202.03
1406361
6961.15
Providing granular sub-base using good literate moorum 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 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 .
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-
-
Road A
1462.5
731747
500.34
Road B
320.94
160579
500.34
Road C
226.98
113567
500.34
Road D
360.83
180537
500.34
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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-
-
Road A
4872.15
736912
151.25
Road B
795.84
120370
151.25
Road C
575.52
87047
151.25
Road D
850.08
128574
151.25
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 300,800,1700 as per direction of the Engineer in charge.(900 mm equilateral triangle)
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-
-
Road A
4
6200
1550
Road B
5
7750
1550
Road C
2
3100
1550
Road D
5
7750
1550
Reinforced cement concrete M15 grade km stone / local stone of standard design including painting & printing etc. as per direction of Engineer-in-Charge.
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-
-
Ordinary Km Stone
-
-
-
Road A
4
7174
1793.58
Road B
1
1772
1772.09
Road C
1
1772
1772.09
Road D
1
1772
1772.86
200m Stone
-
-
-
Road A
7
3648
521.27
Road B
4
2069
517.45
Road C
3
1552
517.45
Road D
5
2587
517.58
Finishing Wall with Water Proofing Cement paint Two coat over a coat of cement wash of approved shade on new work including all cost of cement paint etc, Complete.as per specification and direction of Engineer-in- Charge
-
-
-
Road A
122.5
3334
27.22
Road B
49
1333
27.22
Road C
49
1333
27.22
Road D
122.5
3334
27.22
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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-
-
Road A
58.5
7864
134.43
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
-
-
-
Road A
11.7
4011
342.87
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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-
-
Foundation
-
-
-
Road A
11.7
43954
3756.83
Sub Structure
-
-
-
Road A
87.75
339073
3864.09
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.
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-
-
Road A
65
1615
24.85
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