Meghalaya Basin Development Authority Tender
View complete overview of Meghalaya MBDA Tender
Meghalaya Basin Development Authority - MBDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date12 Oct 2022
Closing Date19 Oct 2022
Tender Amount₹ 32,00,000
Costs
EMD
₹ 64,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Fdr To Nonglwai To Marskuin Road
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
2022_MIDFC_669_1Bid Award Id
ViewTender No
ND/PW/TB/CERC/5Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Prime Coat: Providing and applying primer coat with cold bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying prmer at the rate of 0.6-0.9kg/sqm using mechanical means as per Technical Specification.
30
-
60.54
Tack coat with Bitumen Emulsion:(iii) Providing and applying primer coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
30
-
20.82
20 mm Thick Open-Graded Premix Carpet using Bitumen Emulsion: Providing laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 three wheel 80-100 KN static roller capacity, finished to required level and grades tobe followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.2
30
-
295.68
SEAL COAT TYPE B: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall Type A, Type B and Type C as per Technical Specification Clause 510. A. BY MANUAL MEANS Case II: Type B Without Anti-stripping Agent (I) Bitumen 80/100 grade
30
-
81.31
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of stone masonry in lime mortar, Cement mortar , mud mortar and dry rubble masonry etc.. (B) Rubble Stone Masonry in Cement Mortar
156.24
-
618
Excavation for structures Earthwork in excavation for structures as per drawing and Technical Specification 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. Including Dewatering II. Ordinary rock (not requiring blasting) Upto 3 m depth.
108.45
-
679
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and Technical specification Clause 302.3.5
(iii) Stone masonry in cement mortar 1:5
309.1
-
8493.84
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
43.14
-
3792
Providing weep holes in brick masonry/stone masonry, Plain/reinforced concrete abutments, wing walls, return walls 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.
264
-
593
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
31.32
-
608.43
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements