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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 LAccepted-AOC 546 18 PATAL NAGAR OPP SHIV MANDIR JIND ROAD KAITHAL | KAITHAL | KAITHAL | HARYANA | L1 | Accepted-AOC Awarded | |
| 2 | L2₹18.7 L+₹2.8 L (17.9%)Rejected-AOC HOUSE NO 35 EAST DURGA NAGAR AMBALA CITY | L2 | Rejected-AOC 2nd | |
| 3 | L3₹19.1 L+₹3.2 L (20.3%)Rejected-AOC | L3 | Rejected-AOC 3rd | |
| 4 | L4₹20.9 L+₹5.0 L (31.8%)Rejected-AOC GROUND 600 23 LAXMI GARDEN GURUGRAM GURUGRAM HARYANA 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | L4 | Rejected-AOC 4th |
Tender Value
₹19.1 L
EMD Value
₹38,100
Closing Date
16 Feb 2026, 5:00 pmClosed
Kailash Chander Kala Vivek and ravi kumar
DIV Ambala
Construction of boundary wall of old age home site in Sector 32 Urban Estate Ambala Cantt Supply and laying of CC 1 4 8 RCC works 1 15 3 brick work and earth filling etc complete in all respect and all other works contingent thereto
2026_HBC_501435_1
2026BE2B3EFC 6EF2 40D9 B82E 7CFC214F1FD2239HSV
Open Tender
Civil Works
Works
120 days
Ambala Sadar
Including One year defect liability period Mtc free of cost
2 documents required · 2 mandatory
₹500
₹38,100
Yes
19 Mar 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate]
[11.25.1]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 1. Flush / Ruled/ Struck or weathered pointing [Through Rate]
[11.54]Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. [Through Rate]
[11.60]Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [Through Rate]
[11.64.1]Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 1. New work (two or more coats) over and including water thinnable priming coat with cement primer [Through Rate]
[11.67.1]Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 1. Water thinnable cement primer [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]
[11.8.2]12 mm cement plaster of mix : 2. 1:6 (1 cement: 6 coarse sand) [Through Rate]
[11.84.1]Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade . 1. Two or more coats on new work [Through Rate]
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. 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) [Through Rate]
[13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes [Through Rate]
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [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]
[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]
[6.14.1]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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [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]
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers [Through Rate]
[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts [Through Rate]
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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