Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Dec 2021
Closing Date15 Dec 2021
Tender Amount₹ 2,19,90,744
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender 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
2021_CERWI_73359_3Bid Award Id
ViewTender No
CCERWCSBD-Online-17/2021-22 PRTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Road-C
4890
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1.91
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Scarifing the existing bituminious road surface to a depth of 50mm and disposal of scarifing material with all lifts and lead upto 1000mtr etc complete as per direction of EIC.
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-
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Road-A
918.3
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3.37
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Road-B
9300
-
3.37
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Road-C
2127
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3.37
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Providing, laying, spreading and compacting stone aggregate specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber the voids with small stones and hand packing the same to proper camber, applying and brooming requsite type of screening / binding materials filling up interstices of coarse agreegate, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge work etc all complete including cost, conveyance, royalty and taxes of all materials with all labour and T & P etc complete.
(WBM Gr-III)
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-
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Road-A
68.87
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2019.54
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Road-B
925.7
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1856.35
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Road-C
191.1
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1910.75
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid onprepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Clause 510 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
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-
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Road-A
803.51
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84.53
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Road-B
1643
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88.56
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Road-C
482.14
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88.62
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Providing & applying primer coat with Bitumen emulsion on prepaired surface of granular base including cleaning the road surface and spraying primer @ 0.60kg / sqm using mechanical means as per clause 502 of MoSRT & H specification for road & bridge works etc complete as per direction of EIC
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-
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Road-A
918.3
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20.46
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Road-B
12642.67
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20.54
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Road-C
2547.92
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20.43
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Providing & applying tack coat with Bitumen emulsion using emulsion pressere distributer @0.20kg / sqm on the prepared bituminous / granular suerface cleaned with mechanical broom as per clause 503 of MoSRT & H specification for road & bridge works.
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-
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Road-A
11478.75
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9.3
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Road-B
35226
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9.54
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Road-C
9780
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9.48
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Providing , laying semi dence bituminious concrete 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 EIC.
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-
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Road-A
286.97
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10087.47
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Road-B
880.65
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10291.74
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Road-C
244.5
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10410.95
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Construction of enbankment with approved material obtained from borrow pit with lead and lift transporting to site by mechanical means within lead of 5kms, spreading grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRT&H specification for road and bridge works etc complete as per direction of EIC.
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-
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Road-A
510
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128.91
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Road-B
3522.6
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128.91
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Road-C
99
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128.91
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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.
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-
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Road-A
16.8
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32.74
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Road-B
727.83
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32.74
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Road-C
126
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32.74
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
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-
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Road-A
612.2
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390.76
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Road-B
2348.4
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390.76
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Road-C
652
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390.76
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Providing, fitting, fixing & writting of Km stone, 200mtr stone & cautinary sign board etc all complete as per direction of EIC.
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-
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5TH KM Stone
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-
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Road-B
5
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3420.75
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KM Stone
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-
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Road-A
4
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2008.3
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Road-B
14
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2068.53
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Road-C
3
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2043.84
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200 mtr Stone
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-
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Road-A
14
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561.94
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Road-B
54
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574.28
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Road-C
13
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568.78
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Guard Post
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-
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Road-A
35
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705.78
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Road-B
75
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623.61
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Cautionary sign board
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-
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Road-A
4
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3965.61
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Road-B
20
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3987.01
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Road-C
10
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1556.58
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Village sign board
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-
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Road-A
2
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4904.07
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Information sign board
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-
-
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Road-A
1
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11571.94
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Road-B
1
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11593.34
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Road-C
2
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9934.11
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Asset Board ( 1800 x 1200 mm )
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-
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Road-A
1
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26782
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Road-B
1
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26749.94
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Road-C
1
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26683.78
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Earth work in excavation for foundation of structures in ordinary soil upto 3.0m.depth as per drawing and technical specification clause 1104 including setting out, construction of shoring & racing, removal of stumps and other deleterious material, dressing of sides and bottm and back filling with approved material and as per sction of Engineer-in charge.
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-
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Road-A
25.74
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188.79
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Road-B
309.96
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188.79
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Filling in foundation trenches with sand as per drawing and technical specification clause 305.3.9 of MORDand as per direction of Engineer in charge
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-
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Road-A
3.96
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460.69
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Road-B
98.65
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503.35
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C.C (1:3:6) using 40 mm HG Crusher Broken Metal in luding cost conveyance taxes etc. complete including watering, curing with all labour and T&P required for the work etc. complete.
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-
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In Foundation
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-
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Road-A
5.94
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4413.3
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Road-B
7
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4451.83
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In Sub-Structure
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-
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Road-A
31.46
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4516.44
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Road-B
58.63
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4554.97
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Providing Weep holes in abutments & Wing Walls 8mm x 23mm size including matal spall backing in rear complete, including centering & shuttering if required.
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-
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Road-A
14
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24.85
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Road-B
38.9
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24.85
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R.C.C. ( 1:1½:3 ) with 12mm size h.g. chips including hoisting lowering laying in layers 15 cm thick compacting centering shuttering watering curing with cost carriage royalty of all materials etc. complete.
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Road-B
137.98
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6006.43
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