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Tender ID
| # | 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 |
Tender Value
₹4.4 L
EMD Value
₹8,720
Closing Date
11 Mar 2026, 4:00 pmClosed
Executive Engineer SND IInd
Darish Kadal
Construction of drain including manholes from H.o Mr. Khursheed Ahmad Dar upto the existing outfall near H/o Mr. Mohammad Yousuf Khan at Bag-e-Habib Khan Tengpora Batamaloo Srinagar.
2026_HAUDD_305249_1
FRESH NIT NO 39 OF 2025-26 SNDII
Open Tender
Civil Works
Percentage
20 days
Batamaloo
Please refer Tender documents.
6 documents required · 6 mandatory
₹150
Executive Engineer snd 2nd
₹8,720
12 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
11 Mar 2026
5 Mar 2026
Dismantling manuallay including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Bituminous road.
Dismantling mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-Bituminous road.
Earth work in excavation (E/W) by manually 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 & Lead Upt to 1 m from cutting edge, including getting out excavated earth and disposla of surpulus excvbated earth as directed:
Earth work in excavation (E/W) by mechanically 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 & Lead Upt to 1 m from cutting edge, including getting out excavated earth and disposla of surpulus excvbated earth as directed:
Providing & laying stone soling duly hand packed on horizontal floor on horizontal floor including hand ramming watering and levelling to the surfave.
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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)
Thermo-mechanically Treated bars of grade Fe-500D or more as Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinh level
Providing and laying in position reinforced 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)
Centering and shuttering including strutting, propping etc. and removal of form for: A.Foundation, footings, bases for columns
B. Suspend floors, roofs, landings, balconics and access platforms.
C. Edges of slabs and breaks in floor and walls under 25 cm depth
Providing, laying, Fixing inposition precast R.C.C manhole cover and frame.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Carriage of materials by mechinical means A. Soling 12 KM
B. For 40 mm aggregate from an average lead of 12 Km
C. For 20 mm aggregate from an average lead of 12 Km
C. For sand aggregate from an average lead of 12 Km
D. Surplus material for an average lead of 3 Km
Providing, laying, & Fixing of 300 mm ф Np3 RCC Pipe into trunches and making Cement Slurry in joints in 1:1 (1 cement : 1 sand) including all carriage Complete job.
Provision for refixing of damaged water connection
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