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₹ 73,75,414
Costs
EMD
₹ 1,47,508Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MIDFC_692_1Bid Award Id
ViewTender No
NoCSSEJSJTB352202223132Tender Authority
Meghalaya Basin Development Authority ViewPurchaser Address
-Website
http://https://mbda.gov.in/roads
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Documents
BOQ Items
Tack Coat. (III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.
75
-
-
20mm thick Open-Graded Premix Carpet using Bituminous Emulsion as per Technical Specification clause 508.2.Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
75
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-
Seal coat: Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsion grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.A. By Manual Means. Case - I : Type C
75
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-
Retaining Wall.Exacavation 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
244.8
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-
STONE MASONARY :- Stone masonary in Cement Mortar in sub structure complete as per drawing & technical specifications clause 702, 704, 1202 & 1203.III.Random Rubble Masonary . (iii) In Cement mortar (1:5)
721.4
-
-
Providing and laying Filter media with granular crushed aggragate to a thickness of not less than 600 mm behind retaining wall and breast wall as per specification Clause 1204.3.8 In a width of 600 mm.
110.4
-
-
Providing Weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC Pipe extending through the full width of the structures with slope of 1V:20H towards drawing face complete as per drawing and technical specification clause
22
-
-
Plastering with cement mortar(1:4),15mm thick on brick work in substructure as per technical specification clauses702,704,1202 & 1204.
31.32
-
-
White washing of parapet wall of CD works including preparation of surface by cleaning…….etc as per technical specification clause 1915
31.32
-
-
Hume pipe culvert.Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.PCC Grade M10. Nominal Mix (1: 3: 6)
3.05
-
-
Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.Random Rubble Masonry . (ii) In 1 : 4 Cement Mortar
26.17
-
-
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
11.78
-
-
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
5.4
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-
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
17.73
-
-
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