Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Oct 2023
Closing Date18 Oct 2023
Tender Amount₹ 8,19,04,000
Costs
EMD
₹ 8,20,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_95113_6Bid Award Id
ViewTender No
CCERWCSBD Online-31/2023-24Tender 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).
-
-
-
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A) In all kinds of soil
-
-
-
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Upto 10.00m depth
-
-
-
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7.5 m dia well (Abutment)
7
198959
28422.79
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7.0 m dia well (Pier)
8
207361
25920.21
... More
(B) In soft rock (Non coring)/ Boulder/ Hard Soil )(wherein SPT100)
-
-
-
... More
7.5 m dia well (Abutment)
6
755094
125849.05
... More
7.0 m dia well (Pier)
6
657771
109628.5
... More
C) In Soft rock
-
-
-
... More
7.5 m dia well (Abutment)
5.92
1762021
297890.35
... More
7.0 m dia well (Pier)
8.27
2146547
259495.59
... More
D) In Hard Rock
-
-
-
... More
7.5 m dia well (Abutment)
1.2
715428
596190.51
... More
7.0 m dia well (Pier)
1.2
623217
519348.17
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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
207.4
494578
2384.66
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Well Curb
92.25
998714
10825.7
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Well Steining
235.65
1957344
8306.15
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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
531.91
4219698
7933.15
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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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Pier & Abutment shaft , Return Wall
196.87
1603177
8143.25
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Well Cap
252.29
1927293
7639.35
... More
Dirt wall
13.49
143863
10662.85
... More
Abutment, pier Caps
29.31
238670
8143.25
... More
Approach Slab
19.64
130210
6631.55
... More
Super Structure
573.6
13996630
24401.25
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Providing & laying 50mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.20 mm nominal size @ 0.005 cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per clause 515 of MoSRT&H Specifications for Road& Bridge work (4th Revision)
777.75
1800203
2314.63
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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.
2364.92
22137637
9360.84
... More
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.
74.3
160477
2159.95
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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.
688
96148
139.75
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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.
675
612765
907.8
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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.
573.04
1049792
1831.98
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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.
71.26
368999
5178.22
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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.
280.69
1557203
5547.85
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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.
43.4
226379
5216.23
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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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-
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Sub Structure
30.74
167288
5441.68
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Foundation
726.06
3856322
5311.3
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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.
1458.57
1036094
710.35
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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.
117.11
102602
876.11
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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 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
165.35
35515
214.79
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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)
170
21746
127.92
... 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.
1507.03
279946
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).
10480.8
2130233
203.25
... More
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).
1237.5
64783
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.
882.34
1544774
1750.77
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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)
928.13
2374963
2558.88
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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.
4125
150108
36.39
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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.
4125
53460
12.96
... 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.
206.25
1657899
8038.3
... 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.
103.13
1032800
10014.94
... 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.
15
104973
6998.25
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