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₹ 4,30,50,000
Costs
EMD
₹ 8,61,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEMEG_137423_1Bid Award Id
ViewTender No
MG01III037BTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
250
831
-
... More
Pile integrity Testing
16
5000
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification
D. RCC Grade M35
226
11315
-
... More
Levelling course for Pile cap
13.3
8868
-
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
42
75085
-
... More
Substructure
-
-
-
... More
Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
H. RCC Grade M35
(p) Height upto 5m
For height upto 5 m
Case-I Using concrete Mixer
153
11733
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
15.73
75254
-
... More
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
274
-
... More
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
157
526
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I. Granular material
476
2578
-
... More
Superstructure
-
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification
D. RCC/PSC Grade M35
Case-I Using concrete mixer.
(ii) For T-beam & slab, 23-33% of (a+b+c)
(p) Height upto 5m
114
12660
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
18
77411
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
19.88
16034
-
... More
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
68.6
2931
-
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
2088
-
... More
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.)
16.9
24338
-
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
17.7
16783
-
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
7.8
8499
-
... More
PROTECTION WORKS
-
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I. Stone/Boulder
422.5
4434
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
85.06
5519
-
... More
Subway & SPT Bridge (25m)
-
-
-
... More
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
Portion above ground (handling)
Above 250 mm to 300 mm dia
97
249
-
... More
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
Portion below ground (as actually driven)
Above 250 mm to 300 mm dia
108
725
-
... More
Supply of Salwood round posts of size (average) 30cm dia dressed
205
2000
-
... More
Labour for fitting and fixing iron works in R.S.J Beams angles tees,bed plates etc including cutting to sizes and drilling holes ( only R.S.J Channels will be issued free of cost at the site of work by the department etc.)
153.25
1561
-
... More
Cost of RS Joist as per approved rate of Additional CE's Western Zone Tura.
15.33
39337
-
... More
Extra for scarfing and joining piles (Jarul,Nahar or sal) with bolts and nuts,clamps length being clamp 90 cm each joint complete.
18
2614
-
... More
Supplying fitting and fixing Ist class Sal wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
20.78
62675
-
... More
Supplying fitting and fixing pile shoes made of 6 mm thick iron plate and 6 mm thick flat iron to shape
18
1069
-
... More
Supplying fitting and fixing Ist class Local wood works (undressed) in superstructure including supplying all fittings such as nails,bolts and nuts spikes,etc and including coal taring two coats complete. etc.
3.61
41111
-
... More
Bridge Approach
-
-
-
... More
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
4016.67
659
-
... More
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.(I) Private Land
144
520
-
... More
Sub Base and Base Course
-
-
-
... More
Lime Stabilization for Improving Subgrade
Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheeled road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Clause 403.
By Mechanical Means
324
430
-
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
85.5
3757
-
... More
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.
85.5
4638
-
... More
Bituminous Course
-
-
-
... More
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
598.75
35
-
... More
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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
598.75
16
-
... More
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
598.75
281
-
... More
Good and Service Tax (18%)
0.18
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements