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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 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹20.9 L
EMD Value
₹41,800
Closing Date
30 Jun 2022, 4:00 pmClosed
Executive Engineer I and F C Division Kargil
Executive Engineer I and F C Division Kargil
Construction of Balance work at Karpokhar Sankoo Irrigation Canal from RD (6000-6150) mtr under Languishing
2022_PWD_6720_4
E-tender/ 40 of 2022-23/ I and FC Kargil
Open Tender
Civil Works - Canal
Item Rate
60 days
Kargil
refer to NIT
5 documents required · 5 mandatory
₹200
Executive Engineer I and F C Division Kargil
₹41,800
1 Jul 2022
15 Jun 2022
1 Jul 2022
16 Jun 2022
30 Jun 2022
16 Jun 2022
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%
Ordanary rock 17%
Hard rock 03%
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%
Ordanary rock 17%
Hard rock 03%
Disposal of excavated earth/Malba complete job for an average lead of 05 Km by MT & 150 mtr by Head load
Dry stone pitching (any thickness ) including cost of stone and all carriage complete.
on horizontal
on Slopes
Providing and laying in -situ concrete lining using M-10 nominal Mix concrete (max. size of aggregates:20 mm nominal) Nallah including all carriage complete.
In beds
In side Slopes
Extra over Item no.05 towards allowance for form -work
Curing canal lining for 28 days
In beds
In side Slopes
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 (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level including curing by excluding form work costs.includng carriage of all involved material complete job
Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc.
Random rubble masonry with hard stone from nallah in foundation and plinth including levelling up with cement concrete 1:6:12 (1Cement :6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 (1 cement :6 coarse sand) incl cost of stone and all carriage complete
Dry radum rubble masonry laid dry using nallah stone including cost of stone and all carriage complete.
Providing and fixing PVC pipe 110 mm dia including earth work in trenches cushioning with good earth complete as per the direction of sit engineer
Providing and fixing MS Pipe 200mm dia 06 mtr length including cushioning with good earth ,trenching carriage to site complete in all respect as per the direction of site engineer
Construction of Cattle /Tractor crossing with PCC abutment in M-10 grade and RCC slab over it in M-15 grade of size (1.80x3.65 x0.15) mtr including reinforcement form work in all respect and all carriage as per the direction of site engineer.
M/s Abdur Shukoor
M/S Mohd Hussain
M.S MOHD BAQIR
M/S MOHMAD IBARHIM
javid ali
M/S GHULAM MEHDI
MOHD ISHAQ
MOHD HASSAN
M/S MOHD ALI
M/S MANZOOR AHMAD
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