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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 LAccepted-Finance H NO 5597 SHIV COLONY GALI NO 9 KAITHAL ROAD KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | 1 | Accepted-Finance L-1 | |
| 2 | 2₹4.0 L+₹8,817.30 (2.23%)Rejected-Finance H NO 524 VIKAS NAGAR DISTRICT KARNAL H NO 524 VIKAS NAGAR DISTRICT KARNAL 132001 | KARNAL | HARYANA | 132001 | 2 | Rejected-Finance L-2 |
Tender Value
Refer Docs
EMD Value
₹9,000
Closing Date
24 Jun 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer, Provincial Division No.2, PWD BR Br., Karnal
Construction of boundary wall around 12 D barrack in Sainik School Kunjpura in Karnal Distt
2021_HRY_176313_1
Construction of boundary wall around 12 D barrack
Open Tender
Civil Works
Works
90 days
Karnal
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹9,000
Yes
4 Oct 2021
18 Jun 2021
25 Jun 2021
18 Jun 2021
24 Jun 2021
18 Jun 2021
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: (HSR 4.7.1.1)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (HSR 4.14.1)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: (HSR 6.1.6)
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40 mm thick (HSR 6.8.2)
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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size) (HSR 6.15.1)
Brick work with common burnt clay modular designation 7.5 in foundation and plinth in:bricks of class (HSR 7.20.1)
Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1)
12 mm cement plaster of mix :1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)
Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (hsr 11.58)
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) (HSR 11.68.4)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.(HSR 11.78)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR 11.95.1)
Providing and fixing angle iron frames for doors, windows and ventilators of kg 10 74 84 mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.(HSR 13.2)
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m 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. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T)/Spring core (2.5mm 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 M.S angle, C.C blocks shall be paid separately)
The Rana Coop L&C Society Ltd., Karnal
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