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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹20.8 LAccepted-AOC H NO 529 SECTOR 15 HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹21.3 L+₹15,552.21 (0.74%)Rejected-Finance | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹22.2 L+₹1.1 L (5.03%)Rejected-Finance | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹22.5 L+₹1.3 L (6.22%)Rejected-Finance | L-4 | Rejected-Finance L-4 | |
| 5 | L-5₹24.8 L+₹3.6 L (17.2%)Rejected-Finance BEHIND ANAJ MANDI SHASTRI NAGAR GALI NO 4 BHIWANI 127021 | BHIWANI | BHIWANI | HARYANA | 127021 | L-5 | Rejected-Finance L-5 |
| Sl No | Description | Qty | Unit | GOYAL INFRASTRUCTURE L6 | SUNIL KUMAR CONTRACTOR L5 | CHHABRA ASSOCIATES L1 | SSMS FABRICATION L3 | PMV Buildcon Private Limited L4 | KIRA UNIVERSAL PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | [HSR 11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [Through Rate] | 171.21 | Sqm | 222 ₹38,008.62 | 220 ₹37,666.2 | 96 ₹16,436.16 Lowest | 100 ₹17,121 | 100 ₹17,121 | 125 ₹21,401.25 |
| 2.00 | [HSR 11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 126.82 | Sqm | 223 ₹28,280.86 | 220 ₹27,900.4 | 94 ₹11,921.08 Lowest | 115 ₹14,584.3 | 120 ₹15,218.4 | 125 ₹15,852.5 |
| 3.00 | [HSR 11.58]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 [Through Rate] | 297.29 | Sqm | 71 ₹21,107.59 | 70 ₹20,810.3 | 36 ₹10,702.44 | 38 ₹11,297.02 | 42 ₹12,486.18 | 35 ₹10,405.15 Lowest |
| 4.00 | [HSR 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] | 84.47 | Sqm | 51 ₹4,307.97 | 50 ₹4,223.5 | 35 ₹2,956.45 Lowest | 36 ₹3,040.92 | 40 ₹3,378.8 | 35 ₹2,956.45 Lowest |
| 5.00 | [HSR 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] | 298.03 | Sqm | 102 ₹30,399.06 | 100 ₹29,803 | 98 ₹29,206.94 | 100 ₹29,803 | 100 ₹29,803 | 97 ₹28,908.91 Lowest |
| 6.00 | [HSR 13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate] | 1,377.72 | Kg. | 105 ₹1,44,660.6 | 100 ₹1,37,772 | 85 ₹1,17,106.2 | 82 ₹1,12,973.04 | 85 ₹1,17,106.2 | 79 ₹1,08,839.88 Lowest |
| 7.00 | [HSR 30.82.2]Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness up to 6` (six inches) for passing drain pipe and repairing the hole after insertion of drain pipe etc. including finishing-complete so as to make it leak proof. 2. Drain pipe of 100mm internal dia [Through Rate] | 5 | Each | 750 ₹3,750 | 700 ₹3,500 Lowest | 766 ₹3,830 | 766 ₹3,830 | 775 ₹3,875 | 750 ₹3,750 |
| 8.00 | [HSR 30.94]Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. [Through Rate] | 650 | Sqm | 130 ₹84,500 | 125 ₹81,250 Lowest | 150 ₹97,500 | 135 ₹87,750 | 140 ₹91,000 | 132 ₹85,800 |
| 9.00 | [HSR 5.15.1]Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 1. G.S. Sheet [Through Rate] | 668.54 | Sqm | 68 ₹45,460.72 | 50 ₹33,427 | 48 ₹32,089.92 Lowest | 48 ₹32,089.92 Lowest | 50 ₹33,427 | 48 ₹32,089.92 Lowest |
| 10.00 | [HSR 6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] | 4 | cum | 4,100 ₹16,400 | 4,000 ₹16,000 Lowest | 4,455 ₹17,820 | 4,375 ₹17,500 | 4,400 ₹17,600 | 4,360 ₹17,440 |
Tender Value
₹19.9 L
EMD Value
₹39,703
Closing Date
30 Sept 2025, 5:00 pmClosed
SUNIL GROVER
GJUSTREGISTRAR
Special repair of roof of Ch. Ranbir Singh Auditorium ( replacement of existing G.I. sheet drains with stainless steel sheet drains and repair of existing precoated G.I. sheets roofing etc.) at GJU SandT, Hisar
2025_HRY_470834_1
20257202CDB5 C7A9 422B 96F5 B6051448C4EA1129GJU
Open Tender
Civil Works
Works
90 days
Hisar
2 documents required · 2 mandatory
₹1,000
₹39,703
Yes
3 Dec 2025
8 Sept 2025
1 Oct 2025
10 Sept 2025
30 Sept 2025
15 Sept 2025
Amount
[HSR 11.4.2]10 mm thick cement plaster 2. 1:3 (1 cement: 3 fine sand) [Through Rate]
[HSR 11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[HSR 11.58]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 [Through Rate]
[HSR 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]
[HSR 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]
[HSR 13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate]
[HSR 30.82.2]Making holes by cutting cores of appropriate dia in RCC floors and roofs of thickness up to 6` (six inches) for passing drain pipe and repairing the hole after insertion of drain pipe etc. including finishing-complete so as to make it leak proof. 2. Drain pipe of 100mm internal dia [Through Rate]
[HSR 30.94]Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. [Through Rate]
[HSR 5.15.1]Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: 1. G.S. Sheet [Through Rate]
[HSR 6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[HSR 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]
[HSR 6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate]
[HSR 9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Labour Rate]
[HSR 9.33]Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm ( plus 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. [Through Rate]
[HSR 9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate]
[HSR 9.58.5.2]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 5.2. Bend 87.5° 110 mm bend [Through Rate]
[NS Item] Providing and fixing of Butyl Rubber Tape 50mm wide (ISI Mark) on top of GI sheet roof, at any height, including labour work/removing the old tape and cleaning the surface complete in all respect with the entire satisfaction of Engineer-in-charge (Sample to be got approved from Engineer-in-Charge).
[NS Item] Providing and fixing of Butyl Rubber Tape 100mm wide (ISI Mark) on top of GI sheet roof, at any height, including labour work/removing the old tape and cleaning the surface complete in all respect with the entire satisfaction of Engineer-in-charge (Sample to be got approved from Engineer-in-Charge).
[NS Item] Refixing/repair of ACP Sheet with weather sealant and silicon (ISI Mark), at any height, including labour work for removing of old sealant in the joints and filling the new complete in all respect with the entire satisfaction of Engineer-in-charge.
[NS Item] Providing and fixing stainless steel ( Grade 304) gutter/drain of `U` shape with projected edges of required size made of 1.6 mm thick sheet, at any height, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts/selfdriven stainless steel screws complete, i/c fixing the drain with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the roof with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel sheet and members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
KIRA UNIVERSAL PRIVATE LIMITED (BID ID -1346014)
SSMS FABRICATION (BID ID -1341844)
PMV Buildcon Private Limited (BID ID -1342278)
SUNIL KUMAR CONTRACTOR (BID ID -1345279)
GOYAL INFRASTRUCTURE (BID ID -1345978)
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