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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Others-Unbalance Security Deposit not uploaded. |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | Not Admitted-Fee/PreQual/Technical/Finance Price Bid not complied |
Tender Value
₹12.8 L
EMD Value
₹25,600
Closing Date
19 Aug 2024, 4:00 pmClosed
Executive Engineer I and F C Division Kargil
Executive Engineer I and F C Division Kargil
Improvement/Spot treatment of irrigation khul Hardass by way of cement concrete channel and RCC cut and cover at spots
2024_PWD_13717_3
e-tender 18 of 2024-25-I-FC Kargil.
Open Tender
Civil Works - Canal
Works
30 days
Kargil
Please refer Tender documents.
4 documents required · 4 mandatory
₹130
Payable To Executive Engineer I and F C Division K
₹25,600
20 Aug 2024
13 Aug 2024
20 Aug 2024
13 Aug 2024
19 Aug 2024
13 Aug 2024
Amount
Earth work in bulk excavation by manual means over areas (exceeding 30cm & up to 1.5mte in depth, 1.5mtr in width as well as 10sqm on plan) including Disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed.
All kind of soil 80%
Ordinary rock 15%
Hard Rock (BP) 05%
Earth work in excavation by manual means in trenches for foundation ,drains, pipes ,cables etc.(Not exceeding 1.5mtr in width ) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan ,depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in:
All kind of soil 80%
Ordinary rock 15%
Hard Rock (BP) 05%
Dumping /filling of stone in horizontal on level excluding cost of stone but including all carriage complete.
Providing and laying in position cement concert of specified grade excluding the cost of centering and shuttering. All work upto plinth lent 1:4:8( 1 cement: 4 coarse sand 8 graded stone agg. 40mm nominal size crushed including all carriage complete.
Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering. All work up to plinth level 1:3:6 (1: Cement: 3 coarse Sand: 6graded stone agg. 20mm nominal size) crushed including all carriage complete..
Cement concrete flooring 1:2:4 (1cement:2 course sand:4 graded stone agregade) finished with a floatin coat of neat cement including cement slurry ,but excluding soct of nosing of steps etc. complete 50mm thick with 20mm nominal size stone agregate Crushed including all sorts of carriage complete
Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing and all carriage complete..
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto150, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering shuttering, finishing and reinforcement with 1:2:4(1cement :2coarse sand:4 graded stone aggregate 20mm nominal size) including all carriage complete.
Reinforcement for R.C.C work including straightening cutting,bending, placing in position and binding all complete.Hot rolled deformed bars.and all carriages complete.
Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc. incl. form work for suspended floor Foundations etc, Complete job
Filling of avalable excavated earth (excluding rock) in trenches plinth ,side s of foundation etc. layers not exceeding 20Cm in depth ,consoloadating each deposited layer by ramming and watering lead upto 50mtr and lift upto i.5 mtr
Diversion /Dewatering during execution of work as per the direction of site engineer.
SH.BASHIR AHMAD (BID ID -132169)
M/S Ghulam Mohd Hardass (BID ID -132192)
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