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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC evaluated L1 bidder | |
| 2 | L2₹3.4 L+₹9,496.58 (2.89%)Rejected-Finance | L2 | Rejected-Finance Not evaluated L1 bidder | |
| 3 | L3₹3.4 L+₹12,534.17 (3.81%)Rejected-Finance | L3 | Rejected-Finance Not evaluated L1 bidder | |
| 4 | L4₹3.7 L+₹45,926.73 (14.0%)Rejected-Finance | L4 | Rejected-Finance Not evaluated L1 bidder | |
| 5 | L5₹4.0 L+₹66,141.93 (20.1%)Rejected-Finance | L5 | Rejected-Finance Not evaluated L1 bidder |
Tender Value
₹3.6 L
Closing Date
17 Oct 2023, 4:30 pmClosed
DGM(Civil), PnC div., Ratle HEP
DGM(Civil), PnC div., Ratle HEP, Kishtwar, UT of JnK
Establishment of Gauge and Discharge Site in River Chenab at Downstream side of Dam axis at Ratle H.E. Project, Kishtwar (Reserved for PAFs)
2023_RHPCL_167255_1
RH/RATLE/PnC/C-036/2023
Open Tender
Civil Works
Item Rate
60 days
Drabshalla, Dist-Kishtwar, UT of JnK
As per tender document
7 documents required · 7 mandatory
₹0
Exempted
10 Jul 2024
12 Sept 2023
19 Oct 2023
12 Sept 2023
17 Oct 2023
12 Sept 2023
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: 2.8.2 Ordinary Rock of total volume of excavation.
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: 2.8.4 Hard Rock (Blasting prohibited, total volume of excavation
Drilling of 45 mm dia. Holes for anchoring of 32 mm reinforcing bar welded with ISMC 200 channel in surface excavation.
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of 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 ofapproved steel primer all complete. Welded (ISMC 200 Gauge Plate Channel) ( Unit weight = 22.10 Kg/m)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.( for Anchoring steel channel sections, weight per meter length = 6.32 Kg/m)
Writing/ marking of levels on Gauge area
Cement grouting (1 cement:1 water) for 32 mm dia. Anchoring bar, Assuming 3 kg gropuit per anchor bar = 3x12 = 36
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. 13.70.1 Two or more coats on new work
dheeraj singh
RANGBEER SINGH
DEWAN CHAND THAKUR
AKSHAY KUMAR
BILAL AHMED
Ajit Singh Parihar
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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