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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-Finance | L1 | Accepted-Finance Being L1 the bidder is accepted | |
| 2 | L2₹10.7 L+₹86,552 (8.83%)Rejected-Finance | L2 | Rejected-Finance Being L2 the bidder is rejected | |
| 3 | L3₹11.7 L+₹1.9 L (19.1%)Rejected-Finance | L3 | Rejected-Finance Being L3 the bidder is rejected | |
| 4 | L4₹12.1 L+₹2.3 L (23.4%)Rejected-Finance | L4 | Rejected-Finance Being L4 the bidder is rejected | |
| 5 | L5₹15.0 L+₹5.2 L (52.7%)Rejected-Finance | L5 | Rejected-Finance Being L5 the bidder is rejected |
Tender Value
₹11.1 L
EMD Value
₹22,240
Closing Date
27 Jan 2020, 4:30 pmClosed
Executive Engineer REW Jammu
Gramin Vikas Bhawan Talab Tilloo Jammu
Repair / Up-gradation of parking place, gate and link road from main road to DRD Complex Talab Tillo Jammu
2020_RDPR_90782_1
03 REWJ OF 2020 DATED 20-01-2020
Open Tender
Civil Works
Item Rate
45 days
Talab Tillo Jammu
detail as per NIT
2 documents required · 2 mandatory
₹1,000
Yes
Executive Engineer REW Jammu
₹22,240
Yes
16 Jul 2020
20 Jan 2020
28 Jan 2020
20 Jan 2020
27 Jan 2020
20 Jan 2020
Amount
General site clearance by way of cutting of grass,vegetation,plants,dismentling of damaged drain, tiles including disposal of rubbish, mulba etc including carrages outside city /
Providing and laying in position cement concrete 1:6:12 (1 cement:6 fine sand:12 graded crushed stone aggregates 40mm size.excludingthe cost of centring and shuttering all work upto plinth Level
Providing and laying in position cement concrete 1:3:6 (1 cement 3 fine sand 6 graded crushed stone aggregates 20mm size) excluding the cost of centring and shuttering- all works upto plinth level. Including all leads, lift and carriage complete. 80% cement concrete
Centering and shuttering including strutting, propping etc and removal of the formwork Foundation,Footing,Base of Columns etc
Centering and shuttering including strutting, propping etc and removal of the formwork Edges of slab
Centering and shuttering including strutting, propping etc and removal of the formwork Suspended Floor, Roofs ,Landing,etc
12mm thick cement plaster of 1 cement: 4 fine sand mix. Including all leads, lift and carriage complete.
Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregates) finished with a floating coat of neat cement slurry, but excluding the cost of nosing of steps etc. 40mm thick. Including all leads, lift and carriage complete
Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Dark shade using ordinary cement.
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level. 1:2"4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and inding all complete. Hot rolled deformed bars.
Providing and Laying WBM Grade III (Metal) with specified stone aggregate (53 mm to 22.4 mm) including stone screening and binding material including screeting, sorting spreading to template and consolidation with power rorad rolled of 8 to 10 tonne capacity complete job indling all lead lift carriages complete (finished work to be paid 0.075 mm thick)
Providing and applying tack coat using bitumen emulsion (Rapid Setting) complying with IS 8887-1995. spraying the bitumen emulsion with mechanically operated spray unit, cleaning and prepariRg the existing road surface as per specifications. On W.B.M. @ 0.4 Kg/sqm.
2 cm premix carpet surfacing with 1.8cu.m. and 0.90 cu.m of stone chippings of 13.2 mm size and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt 80/1 00 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
M/s KamalJit Singh
Kishore Kumar Sharma
Vishu Kumar
Shamsher Singh
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