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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance R O BOGDANG | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
Closing Date
26 Dec 2024, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Mech Div Kargil
Office of Executive Engineer Mech Div Kargil
Balance work p/laying of concrete flooring and other misc works to Snow Huts at Meenamarg and Drass
2024_PWD_15294_1
MDK/e-NIT/46 of 2024-25
Open Tender
Civil Works - Others
Turn-key
15 days
Drass and Meenamarg
Please refer Tender documents.
6 documents required · 6 mandatory
₹300
EXECUTIVE ENGINEER MECHANICAL DIVISION KARGIL
Exempted
3 Jan 2025
23 Dec 2024
27 Dec 2024
25 Dec 2024
26 Dec 2024
25 Dec 2024
Amount
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed withih lead of 50 m All kind of soil Plinth protection = 240’x4’x6”= 480 cft Stair portion = 7’x5x6” =35 cft Total = 515 cft= = 14.50 cum (as per detail annexed in Annexure C Schedule of Quantity)
Supply and laying of stone soiling on level hand packed including carriage all lead lifts complete. Plinth protection soiling = 240’x4’x6”= 480 cft = 11.75 cum. (as per detail annexed in Annexure C Schedule of Quantity)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) All room flooring: (13’15’)x06 nos. + (14’6”x13’6”)x03 nos + (11’x10’)03 Nos. + (30’x5’)x02 Nos. = 2387.25 SFT – A X 8” = 1575.5 CFT Plinth protection = 240’x4’x4”=320 CFT Stair concrete = 0.5’x5’x7x2’6” + 0.5 x1’x0.5’x04 Nos. = 48 cft Total Qty = 1940.38 Cft = =54.91 cum (as per detail annexed in Annexure C Schedule of Quantity)
Providing and fixing ornamental steel gate as per site engineer direction including welding, priming, painting, carriage complete Gate area= 14’x9’6” = 133 sft (as per detail annexed in Annexure C Schedule of Quantity)
Smt. Habiba Banoo (BID ID -145554)
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