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 Date11 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 4,34,61,492
Costs
EMD
₹ 8,69,230Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137272_1Tender No
MG02III0601BTender 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
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II.)P.C.C grade M 15
(i)Nominal mix (1:2.5:5)
a)Abutment Base
69.42
7803
-
V)R.C.C. grade M 25 In Abutment
107.4
9239
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
In Footing and Abutment
9.88
75278
-
Bridge Works: Sub-Structure
-
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
IV)R.C.C. grade M 25 In Abutments
169.28
9689
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
23.06
75447
-
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
48
525
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
II)Sandy material
260.34
3796
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
Behind Abutment
53.85
3924
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
On Abutment
100800
-
-
Bridge Works: Superstructure
-
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
III)R.C.C. Grade M 30
147.16
12476
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
i)Deck Slab
12.29
76980
-
ii)Longitudinal Girders
14.11
76980
-
iii)Cross Girders
1.44
76980
-
iv)Pedestal
0.54
76980
-
v)Seismic Arrestors
0.66
76980
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
14.06
15498
-
Drainage spouts complete as per drawing and technical specifications Clause 1209
6
2084
-
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
i) Nominal Mix (1:2.5:5)
7.44
7618
-
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
14.07
14071
-
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installation and as per technical specifications Clause 1207.2.5
16.6
15464
-
Retaining Wall
-
-
-
Earthwork in excavation for structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I)Ordinary soil
i)Upto 3 m depth
777.75
363
-
II)Ordinary rock (not requiring blasting)
194.44
454
-
ii)Plain cement concrete M 10 grade
I)P.C.C grade M 10 i)Nominal mix 1:3:6 In levelling Course
94.82
7880
-
Stone masonry in cement mortar 1:5
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III)Random rubble masonry
iii)In cement mortar (1:5)
Main Wall and Guard Walls
1585.64
8946
-
Pointing with cement mortar 1:3
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
542.88
103
-
Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall
364
1917
-
Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
496.94
3924
-
Back filling behind retaining wall/breast wall
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II)Sandy Material
455.53
3796
-
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
1092
525
-
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
5054.7
659
-
Approach Road on Both Banks
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
A) By Mix Place Method
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.
(iii)For Grading III Material
128.85
3444
-
Water Bound Macadam Sub-base/base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405.
3)WBM Grading III
A)By Manual Means
119.29
4495
-
Prime Coat
(iii)High porosity
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
795.38
68
-
Tack Coat
(iv)Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
795.38
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
By Manual Means
Type B
II) Bitumen (S-65)
795.38
262
-
Good and Service Tax (18%)
0.18
-
-
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