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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.5 LAccepted-AOC | L-1 | Accepted-AOC On L-1 basis | |
| 2 | L-2₹10.7 L+₹1.3 L (13.6%)Rejected-Finance DELHI | L-2 | Rejected-Finance Not accepted | |
| 3 | L-3₹11.9 L+₹2.4 L (25.7%)Rejected-Finance | L-3 | Rejected-Finance Not accepted | |
| 4 | L-4₹12.0 L+₹2.5 L (26.5%)Rejected-Finance | L-4 | Rejected-Finance Not accepted | |
| 5 | L-5₹12.0 L+₹2.5 L (26.9%)Rejected-Finance | L-5 | Rejected-Finance Not accepted |
Tender Value
Refer Docs
EMD Value
₹14,960
Closing Date
16 Dec 2019, 3:00 pmClosed
Deputy General Manager (Technical Services)
Indian Oil Corporation Ltd. (Pipeline Division), Barauni Kanpur Pipeline, P.O. Barauni Oil Refinery, Begusarai 851114 (Bihar)
Increase in height of boundary wall and widening of the emergency Gate at BKPL Lucknow
2019_BKBRN_109083_1
BK/TS/960/2019-20/40
Open Tender
Civil Works
Works
60 days
BKPL Lucknow
Please refer tender document
6 documents required · 6 mandatory
₹14,960
Yes
1 Sept 2020
3 Dec 2019
17 Dec 2019
3 Dec 2019
16 Dec 2019
7 Dec 2019
Amount
Dismantling of chain link fencing including barbed wire / flexible wire rope / concertina wire including making rolls and stacking within station area limit all complete as directed by Site Engineer.
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as per direction of Engineer - in- charge
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 1 KM lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.] In cement mortar
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS:2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 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 (below plinth level)
Centering and shuttering including strutting, propping etc. and removal of form work for foundations, footings, bases for columns (Above plinth level)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more
Structural steel work riveted, bolted or welded 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.
Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.
Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
Providing 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine sand)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.
SAI SHARADHA AGENCY
DSP ENTERPRISES
Shubhash Chandra Tiwari
Aditya Enterprises
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