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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.0 LAdmitted-Finance | -21.00% | ₹11.0 L | L1 | Admitted-Finance |
| 2 | L2₹11.9 LAdmitted-Finance LIG FLATS 29 B RAMPURA DELHI NORTH WEST DELHI DELHI 110035 UDYAM DL 11 0082911 | NORTH WEST DELHI | DELHI | 110035 | -14.21% | ₹11.9 L | L2 | Admitted-Finance |
| 3 | L3₹12.5 LAdmitted-Finance | -10.20% | ₹12.5 L | L3 | Admitted-Finance |
| 4 | L4₹14.2 LAdmitted-Finance | +2.00% | ₹14.2 L | L4 | Admitted-Finance |
Tender Value
₹13.9 L
EMD Value
₹27,860
Closing Date
26 Mar 2026, 6:00 pmClosed
Executive Engineer
W.R. Division-I, Baran
Repairing of quarters and fancing work of boundary wall in Water resources colony Baran.
2026_WRDAS_547857_1
EE WR Div-I Baran NIT NO-11-2025-26
Open Tender
Civil Works
45 days
Baran
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EE WR Division-I Baran
₹27,860
Yes
28 Mar 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Providing and fixing concertina coil fencing with required dia 610 mm (having 15 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. stud tied with GI staples and GI clips to retain horizontal including necessary bolts or GI barbed wire tied to angle iron all complete as per direction of Engineer In Charge with reinforced barbed tape (R.B.T.)/Spring core(2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre (Cost of MS angle, CC block shall be paid extra) | ||||||
| 2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: | ||||||
| 3Random Rubble stone masonry for with hard stone in Foundation and Plinth in Cement Sand mortar above 30 CM thick wall in,Cement Mortar 1:5 ( 1-Cement : 5-Sand). | ||||||
| 4Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete. | ||||||
| 5Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: | ||||||
| 6Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) : Flush / Ruled/ Struck or weathered pointing. | ||||||
| 7 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : | 1 | Per Sqm. | - | - | BI01010001010000000000000515BI0100001145 |
| 8Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Partly fixed and partly openable [ fixed area not to exceed 33%] | ||||||
| 9 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. | 1 | Per Sqm. | - | - | BI01010001010000000000000515BI0100001147 |
| 10Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 50 mm | ||||||
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