Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date1 Nov 2023
Closing DateCancelled
Tender Amount₹ 8,09,77,000
Costs
EMD
₹ 8,10,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_96177_2Bid Award Id
ViewTender No
CCERWCSBD Online-39/2023-24Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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).
-
-
-
A) In all kinds of soil
-
-
-
Upto 10.00m depth
-
-
-
7.5 m dia well (Abutment)
10
284227
28422.79
6.50 m dia well (Pier)
12
280948
23412.36
(B) In soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT100)
-
-
-
7.5 m dia well (Abutment)
6
755094
125849.05
6.50 m dia well (Pier)
9
850739
94526.62
C) In Soft rock
-
-
-
7.5 m dia well (Abutment)
8.4
2502278
297890.35
6.50 m dia well (Pier)
9.5
2124494
223748.75
D) In Hard Rock
-
-
-
7.5 m dia well (Abutment)
1.2
715428
596190.51
6.50 m dia well (Pier)
1.8
806049
447805.31
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.
-
-
-
Railing & Post
217.96
502434
2305.17
Well Curb
140.43
1540579
10970.6
Well Steining
283.2
2393357
8451
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.
-
-
-
Well Steining
640.73
5171716
8071.55
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.
-
-
-
Pier & Abutment shaft , Return Wall
224.45
1860284
8288.3
Well Cap
279.39
2174844
7784.4
Dirt wall
14.64
158227
10807.9
Abutment, pier Caps
19.35
160378
8288.3
Approach Slab
19.64
133058
6776.6
Wearing Coat
61.3
415412
6776.6
Super Structure
445.99
10947453
24546.3
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.
2270.2
20267505
8927.63
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.
42.25
519224
12289.33
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.
62.94
138291
2197.3
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.
688
96423
140.15
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.
682
610369
894.97
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.
544
1013537
1863.13
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.
71.26
378358
5309.55
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.
318.53
1809852
5681.89
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.
46.77
250047
5346.89
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.
-
-
-
Sub Structure
30.74
171408
5575.72
Foundation
726.11
3952933
5444.01
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.
1507.4
1305183
865.85
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.
102.6
112635
1097.81
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.
24
1654323
68930.15
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.
56
80335
1434.56
Providing and Levelling the D.I/Soft /Hard rock including hard granite surface under foundation of piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as per section 1200 of MoRT &H specification for Road & Bridge Works (5th revision) and as directed by the Engineer-In- Charge & all other arrangments to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by the Engineer-In-Charge including cost & hire charges of all labour , T & P & other machineries required for the work complete in all respect
187.93
40365
214.79
Labour for fitting and fixing of anchor bars as per drawing with 25mm to 38 mm dia of 3.00 meter long in the foundation of piers/abutments of bridge work to the required depth in all types of rock after drilling holes, grouting with epoxy cement or cement mortar in required proportion as per approved drawing and technical specification of MoRT & H specification for Road and Bridge Works (5th revision) and as per direction of the Engineer-In-Charge including cost conveyance with all leads and lifts and T & P and all other machinaries with cost of all labour etc. required for the work complete in all respect as directed by the Engineer-In-Charge (Excluding cost of steel bars)
194
24816
127.92
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.
634.25
117818
185.76
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).
10244.85
2082276
203.25
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).
4125
215943
52.35
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.
882.34
1584100
1795.34
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)
928.13
2335137
2515.97
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.
4125
153821
37.29
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.
4125
54821
13.29
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.
206.25
1667164
8083.22
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.
103.13
1037800
10063.42
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.
15
94584
6305.66
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