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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹47,060
Closing Date
21 Apr 2021, 3:00 pmClosed
Executive Engineer(CIVIL)SKIMS.
Executive Engineer(CIVIL)SKIMS,Soura,Srinagar.
Development of Parking place in front of Birla Sarai at SKIMS.
2021_SKIMS_122401_1
NIT No.SIMS/HEC/ET/02 of 2021-22 Dt 13.04.2021
Open Tender
Civil Works
Item Rate
30 days
SKIMS, Soura.
Please refer Tender documents.
5 documents required · 5 mandatory
₹800
Yes
Director,Finance SKIMS.
₹47,060
Yes
5 May 2021
14 Apr 2021
23 Apr 2021
14 Apr 2021
21 Apr 2021
14 Apr 2021
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.( All kinds of soil :) )50 m lead
P/L of stone solling hand packed including all carriage complete.
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:
(a).(1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
(b) 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 work for:(Foundations, footings, bases for columns) etc for mass concrete.
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.( Welded)
Removal of extra loose earth from the designated site and its disposal as per directions all inclusive
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity Including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.
P/L of GSB/nallah makh filling including rolling with power road roller watering,carriage extra complete in every respect.
Supplying and stacking at site
(a)Graded crushed stone aggregate of size 63mm to 45 mm
(b) Stone screening of size 13.2 mm nominal size (Type A)
(c)Moorum/khakh bajri/dust
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and Compacting to the required density.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work including ready mixed red oxide primer.
NAsIr ahmad paray
SAJAD AHMAD TELI
Peerzada Firdous Amin
M/s ALRAHAT BUILDERS
Abid Hassn Zargar
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