Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Oct 2023
Closing Date25 Oct 2023
Tender Amount₹ 8,00,61,000
Costs
EMD
₹ 8,01,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_95389_2Bid Award Id
ViewTender No
CCERWCSBD Online-35/2023-24Tender 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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Labour of sinking single circular well caission/ cribwell of specified external diameter in all kinds of soil to lines levels & plumb by scooping out from inside the well & below the steining by chiselling, grabbing blasting (if required) etc, including cost of dredging chiseling, hammering, cutting with pick axes & crow bars, jack hammers or using any other modern devices for removing the rock i.e. methods of sinking inside rock strata, including cost of necessary tools & plants supply & work of pumps, dredgers & compressors, derrick, winches, cranes etc. bailings out of water & dredging removing all materials & obstacles from inside the wells by divers excluding pneumatic sinking with Air lock (5th Revision) & as per the direction of Engineer-in charge with all leads & lifts including hire & running charges of all machenaries cost of all labour with all leads lifts complete in all repects including all incidental charges like temporary sand filling, top pluging of well etc. for safety of the structure during execution as directed by the Enginer-in charge. (Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be made for such items).
-
-
-
... More
A) In all kinds of soil
-
-
-
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Upto 10.00m depth
-
-
-
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7.5 m dia well (Abutment)
16
454764
28422.79
... More
6.50m dia well (Pier)
12
280948
23412.36
... More
(B) In soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT100)
-
-
-
... More
7.5 m dia well (Abutment)
6
755094
125849.05
... More
6.50m dia well (Pier)
7
661686
94526.62
... More
C) In Soft rock
-
-
-
... More
7.5 m dia well (Abutment)
7.8
2323544
297890.35
... More
6.50m dia well (Pier)
6.82
1525071
223748.75
... More
D) In Hard Rock
-
-
-
... More
7.5 m dia well (Abutment)
1.2
715428
596190.51
... More
6.50m dia well (Pier)
1.2
537366
447805.31
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Providing RCC of grade M-25 grade in Foundation/Sub Structure/ Super Structure as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
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Railing & Post
213.4
506016
2371.21
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Well Curb
88.75
642118
7235.3
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Well Steining
226.22
1864787
8243.1
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Providing RCC of grade M-20 grade in Foundation/Sub Structure/ Super Structure as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
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Well Steining
714.52
5616953
7861.2
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RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
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Foundation raft of Box Cell
27
195353
7235.3
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Pier & Abutment shaft , Return Wall
201.27
1626370
8080.5
... More
Well Cap
239.56
1815050
7576.6
... More
Dirt wall
12.72
134800
10600.05
... More
Abutment, pier Caps
60.88
491965
8080.5
... More
Wearing Coat
60.02
394249
6568.75
... More
Approach Slab
19.64
128977
6568.75
... More
Super Structure
401.05
9760984
24338.45
... More
Deck Slab of Box Cell
27
261866
9698.75
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Providing, Cutting, Bending, Binding, Straightening & Placing of HYSD bars confirming to grade I.S.1786-2008 (Fe-500D) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
2165.4
20208347
9332.39
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Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
33.8
415379
12289.33
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Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
119.42
240963
2017.8
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Providing weep holes in abutment of bridge work and retaining wall etc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
740
103452
139.8
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Providing and fixing R.C.C. M-20 grade guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
404
365822
905.5
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Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
670.78
1149408
1713.55
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Providing and laying P.C.C (1:3:6) in Foundation/ Sub Structure of wall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
80.26
407640
5079
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Providing PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.
260.63
1417878
5440.24
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Providing PCC of grade M-15 for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
39.67
202468
5104.21
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Providing and laying P.C.C M-15 grade in open foundation,/Sub Structure, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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Foundation
884.06
4601311
5204.75
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Sub Structure
207.41
1106318
5334.07
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Providing, filling clean sand of approved quality iin foundation and back of Abutment & Return Wall well watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in- Charge.
1689.29
1121348
663.8
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Gravel Backing to revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 2500 of MoRT&H specifications for road & bridge works (5th rivision) including cost conveyance of all materials, labour, T&P royality etc complete and as per direction of Engineer in charge.
123.75
109696
886.45
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Supply and fixing of the POT / PTFE Bearing procured from approved manufacturer & with test certificates as per specification provided in drawing at location with all accessories complete & fixing on abutment and piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications part I/II, section 2000 & its relevant clauses & sub clauses of MoRTH specification for Road & Bridge works (4th revision) as directed by Engineer/or his representative to satisfaction.
18
1240742
68930.15
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Providing & Fixing drainage spout with 100mm dia GI pipe in deck slab with MS grating as per Clause 2705 under Section 900, 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
42
60251
1434.56
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Providing and fixing of typical informatory sign board with Logo . 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
1
12877
12877.03
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Lonfirming to Clause 607 of IRC 67 -2012 and vide Clause 801.3 fixed over aluminium sheeting ,2.00 mm thick as per Clause 6.5.2 of IRC ;67-2012 or A.C.P (Aluminium composite panel) used for sign board with a thermoplastic core of low density polythine (LDPE)between two thick sheets aluminium with over all thickness of 4 mm and aluminium thickness of 0.5 mm on both sides supported on mild steel angel post 75mmx75mmx6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S angel of size 50mmx50mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx75cm, 60cm below ground level as per approved drawing including cost,conveyance ,royality,taxes,of all materials,labour T & P ,excavation,curing etc complete under supervision of Engineer-in-charge ASSET BOARD (SINGLE SIDE )
2
56918
28459
... More
Painting two coats of water based cement paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
1372.15
254890
185.76
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Providing Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (5th Revision).
9370
1904461
203.25
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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
1980
103653
52.35
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Providing Construction of granular Sub-base by providing Coarse graded Granular sub-base Grading-II material as per table 400-1, as per approved drawing & technical specifications spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per section 900 & Clause 401 of MoSRT&H Specifications for road & Bridge works(5th. Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1375.02
2132161
1550.64
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Providing, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
1434.38
3123322
2177.48
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Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) @ 0.60Kg/Sqm by mechanical means as per approved drawing and technical specifications Section 900 and Clause 501.5.2, 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
6375
231603
36.33
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Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
6375
82492
12.94
... More
Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works and as per direction of the Engineer-in-Charge.
318.75
2255723
7076.78
... More
Providing & 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 site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision)and as per direction of the Engineer-in-Charge.
159.38
1433933
8997.23
... More
Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
45
292230
6494
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