Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 2,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CERWI_49380_17Bid 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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BOQ Items
Road C
11200
15232
1.36
Road D
4000
5440
1.36
Road E
9960
13545
1.36
Road F
7500
10200
1.36
Road G
21000
28560
1.36
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)
-
-
-
Road A
7076.25
62483
8.83
Road B
6158.25
54315
8.82
Road C
10710
94569
8.83
Road D
3825
33660
8.8
Road E
7656.75
67379
8.8
Road F
9810
86818
8.85
Road G
30000
265500
8.85
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.
-
-
-
Road A
707.63
94277
133.23
Road B
615.83
80803
131.21
Road C
1071
143771
134.24
Road D
382.5
48937
127.94
Road E
766
99932
130.46
Providing , laying 75 mm thick BUSG in two layers including 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 .
-
-
-
Road A
250.11
91495
365.82
Road B
287
102903
358.55
Road C
318.63
117717
369.45
Road D
249.28
86435
346.74
Road E
4630.28
1647546
355.82
Road F
2167.11
822309
379.45
Road G
3864.48
1448754
374.89
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)
-
-
-
Road A
176.91
1214021
6862.37
Road B
176.91
1214021
6862.37
Road C
267.75
1837399
6862.37
Road D
95.63
649518
6792
Road E
191.42
1296449
6772.8
Road F
245.25
1711239
6977.53
Road G
750
5233147
6977.53
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 .
-
-
-
Road A
185
88855
480.3
Road B
161
77328
480.3
Road C
280
134484
480.3
Road D
100
48030
480.3
Road E
560.25
269088
480.3
Road F
490.5
235587
480.3
Road G
1200
576360
480.3
Reinforced cement concrete M15 grade km stone / local stone of standard design including painting & printing etc. as per direction of Engineer-in-Charge.
-
-
-
Ordinary Km Stone
-
-
-
Road A
3
5518
1839.37
Road B
3
5438
1812.89
Road C
2
3712
1856.42
Road D
2
3543
1771.82
Road E
3
5412
1804
Road F
3
5683
1894.36
Road G
8
15152
1894.09
200m Stone
-
-
-
Road A
7
3344
477.73
Road B
7
3310
472.88
Road C
11
5288
480.81
Road D
4
1861
465.42
Road E
8
3770
471.29
Road F
16
7804
487.77
Road G
32
15601
487.54
Maintenace of road signs by way of cleaning and repainting of mandatory / requlatory / cutionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910. as per direction of the Engineer-in-charge.
-
-
-
Road A
1.85
1732
936.3
Road B
1.61
1507
936.3
Road C
2.8
2621
936.3
Road D
1
936
936.3
Road E
2.49
2331
936.3
Road F
3.27
3061
936.3
Road G
8
7490
936.3
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 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.
-
-
-
Road A
3
23090
7696.77
Road B
3
22996
7665.45
Road C
3
23103
7701.08
Road D
3
22896
7632.32
Road E
2
15316
7658.25
Road F
1
7737
7737.57
Road G
1
7727
7727.49
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