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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹50.8 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹51.7 L+₹85,839.31 (1.69%)Rejected-AOC | L-2 | Rejected-AOC L-2 | |
| 3 | L-3₹53.2 L+₹2.4 L (4.78%)Rejected-AOC | L-3 | Rejected-AOC L-3 | |
| 4 | L-4₹57.0 L+₹6.2 L (12.2%)Rejected-AOC | L-4 | Rejected-AOC L-4 | |
| 5 | L-5₹61.4 L+₹10.6 L (20.8%)Rejected-AOC H NO 124 WARD 26 VISHAL NAGAR GALI NO 1 SONIPAT 131001 | SONIPAT | SONIPAT | HARYANA | 131001 | L-5 | Rejected-AOC L-5 |
Tender Value
₹58.5 L
EMD Value
₹1.2 L
Closing Date
5 Apr 2025, 5:00 pmClosed
Savit Kumar Pannu
PD Panipat
Construction of HIgh Security Boundary wall, Check Post in Judicial complex at Samalkha in Panipat District for the year 2024-25.
2025_HRY_437306_1
2025A8BF6990 4A7B 4FAC 8ECB 079308DC6CC5646BAR
Open Tender
Civil Works
Works
180 days
Panipat Samalkha
3 documents required · 3 mandatory
₹5,000
₹1.2 L
Yes
12 Jun 2025
29 Mar 2025
7 Apr 2025
29 Mar 2025
5 Apr 2025
29 Mar 2025
Amount
[10.63.2]Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 2. Size of Tile 600x600 mm [Through Rate]
[10.67.2]Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement and matching pigments etc. complete. 2. Size of Tile 600x600 mm [Through Rate]
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [Through Rate]
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works [Through Rate]
[11.77]Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [Through Rate]
[11.78]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. [Through Rate]
[12.37.1]Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 1. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws [Through Rate]
[12.50.1]Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1. Fixed to steel windows by welding [Through Rate]
[13.3.1.1]Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 1.1. Profile B Fixing with adjustable lugs with split end tail to each jamb [Through Rate]
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[5.3.1.1]Dismantling Stone Pitching 1.1. Dry Conditions Stone pitching dry [Through Rate]
[6.1.3]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: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.12.1]20 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: 1. Vertical [Through Rate]
[6.15.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.18]Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
[7.47.1]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 1. Cement mortar 1:4 (1 cement: 4 coarse sand) [Through Rate]
Extra for making sharpness of 60x6x6mm angle Main gate (2x2x28=112 Nos) Vicket gate (2x11=22 Nos) Vicket gate (1x11=11 Nos) Total (112 plus 22 plus 11=145 Nos)
Extra for making sharpness of 60x6x6mm angle 2x1234.20x3=7405.2 Rft
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The Virender CO-OP Labour and Construction Society Limited Sonepat (BID ID -1236479)
The Vinay Vinayak Coop. L&C Society Ltd. Sonepat (BID ID -1236505)
The Ganaur Goswami Coop. L C Society Ltd. (BID ID -1236483)
KRISHNA CONSTRUCTION CO. (BID ID -1236486)
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