Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Jul 2022
Closing Date3 Aug 2022
Tender Amount₹ 1,77,24,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_79776_20Bid Award Id
ViewTender No
CCERWCSBD-Online-21/2022-23Tender 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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Road-C
7935
-
1.98
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Road-D
2505
-
1.98
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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
344.25
-
3.4
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Road-B
703.13
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3.4
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Road-C
2623.2
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3.4
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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.
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-
-
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Road-A
25.82
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1625.17
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Road-B
52.73
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1665.97
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Road-C
196.74
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1597.98
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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
918
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91.76
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Road-B
1125
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91.98
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Road-D
453.6
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91.5
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Providing, laying and rolling of open-Providing, laying and rolling of open-graded premix carpet of 20 mm thickness using 0.27cum of 13.2 mm to 5.6 mm aggregates using S-60/70 penetration grade 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 to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials required for the work by manual means etc. complete and as per direction of the Engineer -in- charge.
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-
-
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Road-C
3176.4
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190.96
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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
344.25
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36.44
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Road-B
703.13
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36.41
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Road-C
2623.2
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36.39
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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
11475
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11.6
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Road-B
14062.5
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11.59
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Road-C
15900
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11.59
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Road-D
5040
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11.59
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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
286.88
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10992.91
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Road-B
351.56
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10954.53
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Road-C
397.5
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10922.53
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Road-D
126
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10922.53
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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
490
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129.05
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Road-B
492
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129.05
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Road-C
1058
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129.05
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Road-D
334
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129.05
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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
95.4
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33.43
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Road-B
271.92
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33.43
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Road-C
86.76
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33.43
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Road-D
83.7
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33.43
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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
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391.33
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Road-B
750
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391.33
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Road-C
1060
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391.33
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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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KM Stone
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-
-
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Road-A
3
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2114.74
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Road-B
6
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2119.02
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Road-C
6
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2102.75
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Road-D
3
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2102.75
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200 mtr Stone
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-
-
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Road-A
12
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663.17
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Road-B
20
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663.82
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Road-C
21
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660.83
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Road-D
7
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660.83
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Guard Post
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-
-
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Road-A
40
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832.15
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Road-B
40
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833.13
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Road-C
47
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827.33
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Road-D
35
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827.33
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Cautionary sign board
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-
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Road-A
2
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3993.48
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Road-B
4
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3994.24
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Road-C
4
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3986.94
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Road-D
2
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3986.94
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Information sign board ( 1200 x 900 mm )
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-
-
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Road-A
1
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11599.81
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Road-B
1
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11600.57
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Road-C
1
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11593.27
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Road-D
1
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11593.27
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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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26821
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Road-D
1
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26801
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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
33.35
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195.38
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Road-C
121.1
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195.38
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Road-D
47.09
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195.38
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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
5.13
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398.27
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Road-C
18.63
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398.27
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Road-D
7.25
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398.27
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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.(In Foundation)
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-
-
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Road-A
7.7
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4428.53
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Road-C
27.95
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4390.52
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Road-D
10.87
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4390.52
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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.(In Sub-Structure)
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-
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Road-A
40.76
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4531.67
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Road-C
148.01
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4493.66
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Road-D
57.56
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4493.66
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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
28
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24.85
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Road-C
103
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24.85
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Road-D
40
-
24.85
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