Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 1,78,15,000
Costs
EMD
₹ 1,78,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_108432_13Tender 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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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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(A) SH 25 to Nilaguda (OR-20-220)
12375
6
74250
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(B) SH 25 to Pakhanaguda (OR-20-223)
4875
6
29250
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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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WBM Grading-III
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-
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(A) SH 25 to Nilaguda (OR-20-220)
956.26
2992
2861946.9
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(B) SH 25 to Pakhanaguda (OR-20-223)
393.19
2972
1168864.49
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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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(A) SH 25 to Nilaguda (OR-20-220)
821.25
85
69904.8
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(B) SH 25 to Pakhanaguda (OR-20-223)
1237.5
84
105175.13
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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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-
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(A) SH 25 to Nilaguda (OR-20-220)
12825
37
479655
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(B) SH 25 to Pakhanaguda (OR-20-223)
5793.75
37
216686.25
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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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(A) SH 25 to Nilaguda (OR-20-220)
27922.5
13
379187.55
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(B) SH 25 to Pakhanaguda (OR-20-223)
12622.5
13
171413.55
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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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(A) SH 25 to Nilaguda (OR-20-220)
698.07
10451
7296025.2
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(B) SH 25 to Pakhanaguda (OR-20-223)
315.57
10451
3298246.13
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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) SH 25 to Nilaguda (OR-20-220)
730
198
144802.8
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(B) SH 25 to Pakhanaguda (OR-20-223)
375
198
74385
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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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-
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(A) SH 25 to Nilaguda (OR-20-220)
14.4
270
3900.96
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(B) SH 25 to Pakhanaguda (OR-20-223)
25.2
270
6826.68
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Filling F&P with sand including cost, conveyace, royalty & taxes of all materials etc. complete.
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-
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(A) SH 25 to Nilaguda (OR-20-220)
1.8
945
1701.45
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(B) SH 25 to Pakhanaguda (OR-20-223)
3.15
873
2752.28
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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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In Foundation
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-
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(A) SH 25 to Nilaguda (OR-20-220)
1.8
5186
9335.74
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(B) SH 25 to Pakhanaguda (OR-20-223)
3.15
5147
16215.8
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In Sub-structure
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-
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(A) SH 25 to Nilaguda (OR-20-220)
15.75
5233
82431.26
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(B) SH 25 to Pakhanaguda (OR-20-223)
27.56
5195
143176.49
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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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-
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(A) SH 25 to Nilaguda (OR-20-220)
14
146
2046.62
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(B) SH 25 to Pakhanaguda (OR-20-223)
24.5
145
3567.2
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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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(A) SH 25 to Nilaguda (OR-20-220)
114.56
44
5085.78
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(B) SH 25 to Pakhanaguda (OR-20-223)
71.6
44
3178.61
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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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Informatory Board
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(A) SH 25 to Nilaguda (OR-20-220)
2
14111
28223.2
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(B) SH 25 to Pakhanaguda (OR-20-223)
2
14101
28203.72
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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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KM Stone
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(A) SH 25 to Nilaguda (OR-20-220)
9
2565
23091.75
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(B) SH 25 to Pakhanaguda (OR-20-223)
5
2553
12768.3
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200 mtr Stone
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-
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(A) SH 25 to Nilaguda (OR-20-220)
24
757
18189.6
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(B) SH 25 to Pakhanaguda (OR-20-223)
12
755
9069
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Cautionary sign board
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-
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(A) SH 25 to Nilaguda (OR-20-220)
10
2263
22636.4
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(B) SH 25 to Pakhanaguda (OR-20-223)
10
2258
22580.4
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Guard Post
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-
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(A) SH 25 to Nilaguda (OR-20-220)
43
668
28765.54
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(B) SH 25 to Pakhanaguda (OR-20-223)
29
666
19336.68
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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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(A) SH 25 to Nilaguda (OR-20-220)
1460
278
406799.8
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(B) SH 25 to Pakhanaguda (OR-20-223)
660
278
183895.8
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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.
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(A) SH 25 to Nilaguda (OR-20-220)
45
6460
290714.9
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