Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Jan 2025
Closing Date9 Jan 2025
Tender Amount₹ 3,89,37,000
Costs
EMD
₹ 3,89,400Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_108432_23Tender No
CCERWCSBD Online - 16/2024-25Tender 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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(C) Parsanpally to Karamguda (OR-20-248 (A))
7600
2
20824
... More
(D) RD Road to Konaguda (OR-20-276)
3100
2
8494
... More
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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(A) Kurti to MV-68 (OR-20-81)
1350
6
8100
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
13593.75
6
81562.5
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
14250
6
85500
... More
(D) RD Road to Konaguda (OR-20-276)
4650
6
27900
... More
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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WBM Grading-III
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-
-
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(A) Kurti to MV-68 (OR-20-81)
105.3
3697
389300.42
... More
(B) Podia to MV61(Part-II) (OR-20-ADB-04)
1060.31
3254
3450697.33
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
1068.75
3759
4018329
... More
(D) RD Road to Konaguda (OR-20-276)
348.75
3435
1198130.63
... More
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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(A) Kurti to MV-68 (OR-20-81)
657
89
59097.15
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
1004.63
87
87583.21
... More
Providing & applying primer coat with Bitumen emulsion on prepaired sueface 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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(A) Kurti to MV-68 (OR-20-81)
1390.5
37
52394.04
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
14001.56
37
526598.67
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
14250
37
537225
... More
(D) RD Road to Konaguda (OR-20-276)
4650
37
175026
... More
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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(A) Kurti to MV-68 (OR-20-81)
22338
13
305583.84
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
34157.25
13
466588.04
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
14250
13
195082.5
... More
(D) RD Road to Konaguda (OR-20-276)
4696.5
13
64201.16
... More
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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(A) Kurti to MV-68 (OR-20-81)
558.45
10470
5847502.03
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
853.93
10428
8905601.81
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
356.25
10596
3774874.88
... More
(D) RD Road to Konaguda (OR-20-276)
117.41
10517
1234877.29
... More
Construction of embankment 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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(A) Kurti to MV-68 (OR-20-81)
1816.8
198
360380.45
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
1176.6
198
233390.38
... More
(D) RD Road to Konaguda (OR-20-276)
2068.5
198
410307.66
... More
Earth work excavation in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and levelling the bed etc all complete as per the direction of the Engineer-in-charge.
-
-
-
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(A) Kurti to MV-68 (OR-20-81)
434.16
270
117613.94
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Filling F&P with sand including cost, conveyace, royalty & taxes of all materials etc. complete.
-
-
-
... More
(A) Kurti to MV-68 (OR-20-81)
61.02
1086
66275.65
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. in luding cost conveyance taxes etc. complete including watering, curing with all labour and T&P required for the work etc. complete. PCC Grade M15
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-
-
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In Foundation
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-
-
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(A) Kurti to MV-68 (OR-20-81)
61.02
5667
345836.71
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In Sub-structure
-
-
-
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(A) Kurti to MV-68 (OR-20-81)
365.18
5714
2086932.86
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Providing Weep Holes in Brick Masonry/Plain/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:20H towards drawing force etc, complete.
-
-
-
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(A) Kurti to MV-68 (OR-20-81)
264.6
147
39011.04
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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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(A) Kurti to MV-68 (OR-20-81)
143.2
44
6374.41
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
114.56
44
5097.23
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(C) Parsanpally to Karamguda (OR-20-248 (A))
100.24
44
4454.06
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(D) RD Road to Konaguda (OR-20-276)
57.28
44
2549.19
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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 drawing Clause Annexure 300,800,1700 of MORD as per direction of the Engineer in charge.
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-
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Informatory Board
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-
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(A) Kurti to MV-68 (OR-20-81)
2
14271
28543.32
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
2
14162
28325.22
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(C) Parsanpally to Karamguda (OR-20-248 (A))
2
14269
28538
... More
(D) RD Road to Konaguda (OR-20-276)
2
14182
28364.44
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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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(A) Kurti to MV-68 (OR-20-81)
8
2716
21730.16
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
9
2589
23306.58
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(C) Parsanpally to Karamguda (OR-20-248 (A))
4
2745
10980.8
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(D) RD Road to Konaguda (OR-20-276)
2
2612
5224
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200 mtr Stone
-
-
-
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(A) Kurti to MV-68 (OR-20-81)
29
784
22755.72
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
36
762
27438.12
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
16
789
12636.96
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(D) RD Road to Konaguda (OR-20-276)
8
766
6129.2
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Cautionary sign board
-
-
-
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(A) Kurti to MV-68 (OR-20-81)
15
2333
35000.25
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(B) Podia to MV61(Part-II) (OR-20-ADB-04)
10
2274
22746.8
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
6
2346
14080.62
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(D) RD Road to Konaguda (OR-20-276)
4
2285
9140.2
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Guard Post
-
-
-
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(A) Kurti to MV-68 (OR-20-81)
168
696
116940.6
... More
(B) Podia to MV61(Part-II) (OR-20-ADB-04)
150
673
100987.8
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
49
701
34363.21
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Providing and laying of hot thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and hole.
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-
-
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(A) Kurti to MV-68 (OR-20-81)
1460
278
406799.8
... More
(B) Podia to MV61(Part-II) (OR-20-ADB-04)
1786
278
497633.18
... More
(C) Parsanpally to Karamguda (OR-20-248 (A))
760
278
211758.8
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(D) RD Road to Konaguda (OR-20-276)
310
278
86375.3
... More
Cement concrete work of M-30 grade with 20mm and down grade black hard granite (crusher broken) stone chips including hoisting and laying etc with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge.
-
-
-
... More
(A) Kurti to MV-68 (OR-20-81)
156.6
7133
1117139.93
... More
(B) Podia to MV61(Part-II) (OR-20-ADB-04)
75
6694
502058.03
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(C) Parsanpally to Karamguda (OR-20-248 (A))
35.18
7097
249692.06
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