Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Nov 2024
Closing Date12 Dec 2024
Tender Amount₹ 4,69,38,156
Costs
EMD
₹ 9,38,763Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137474_1Tender No
MG06III0112BTender 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
Pile diameter-1200 mm
240
50771
-
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
250
347
-
Pile integrity Testing
16
5000
-
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification
D. RCC Grade M35
225.83
10453
-
Levelling course for Pile cap
13.25
8028
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
59.2
75085
-
Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
For height upto 5 m
IV. R.C.C. grade M 25
124.81
13313
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
18.72
75254
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved technical specifications.
1200
420
-
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
60
526
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I. Granular material
645.84
2663
-
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification
D. PSC Grade M-35
For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% of cost of concrete
(p) Height upto 5m
160.23
13032
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
22.43
77249
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
6.7
157628
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
21.75
15674
-
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
72
2915
-
Drainage spouts complete as per drawing and technical specifications Clause 1209
14
2087
-
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
15
24184
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
535.5
3563
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
101.97
4648
-
Subway & SPT Bridge (25m)
-
-
-
Supplying fitting and fixing pile shoes made of 6mm thick iron plate and 6mm thick flat iron to shape as per dressing including fitting and fixing with bolts, nuts welding as necessary
18
1069
-
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
a) Portion above ground (handling)
74
249
-
Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc complete
b) Portion below ground (as actually driven)
108
725
-
Cost of Salwood round posts of 30cm av dia
182
2000
-
Extra for scarfing and joining piles (Jarul, nahar or sal) with bolts and nuts,20 mm dia M.S. flat iron etc complete.
18
2614
-
Labour for fitting, fixing, iron works in R.S.J. beams, angle, tees, channels bed plates, etc. including cutting to sizes and drilling holes as necessary. (Only R.S.J. channels, tees, angles, plates will be issued free of cost at the site of work by the department).
252
1561
-
Supplying fitting and fixing 1st class local wood works, including supplying of all fitting and coal taring 2 coats complete.
24.09
41111
-
Providing and laying jute bags filled with suitable earth/sand and mouth stitched with jute string to arrive to the requisite width and height maintaining proper slope or as directed by the Department including all carriage complete.
44
1690
-
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
30
424
-
BRIDGE APPROACH
-
-
-
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3335.11
659
-
Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
168.8
520
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
(II) For Grading II Material
194.03
3487
-
CTB (Cement Treated Base)
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
211.23
4291
-
Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
93.19
4360
-
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1262.5
35
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1262.5
16
-
Mix Seal Surfacing 'Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
1262.5
276
-
Good and Service Tax (18%)
0.18
-
-
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