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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | ₹18.9 L | L1 | Accepted-AOC L1 |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 3 | Not Admitted-Finance H NO 446 NEAR RADHEY KRISHAN MANDIR VPO DAHAR 132145 | PANIPAT | HARYANA | 132145 | - | - | Not Admitted-Finance Not qualified for AOC |
| 4 | Not Admitted-Finance VILLAGE BAPOLI DISTT PANIPAT | BAPOLI | PANIPAT | HARYANA | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | SWASTIK INFRASTRUCTURE L1 |
|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, 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. | 50 | cum | 4,500 ₹4,500 |
| 2.00 | Filling available excavated earth (excluding rock) In trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m. | 40 | cum | 3,600 ₹3,600 |
| 3.00 | Filling of earth up to plinth level | 28 | cum | 8,400 ₹8,400 |
| 4.00 | Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size)
6.8.1 50 mm thick | 20 | Sqm | 4,000 ₹4,000 |
| 5.00 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021 | 25 | Cum | 1,22,500 ₹1.2 L |
| 6.00 | M-10 grade plain cement concrete | 14.8 | cum | 47,360 ₹47,360 |
| 7.00 | 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 wore 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.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 40 | qtl | 2,72,000 ₹2.7 L |
| 8.00 | Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1.6 (1 Cement : 6 coarse sand) | 20 | cum | 56,000 ₹56,000 |
| 9.00 | Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks | 45 | Cum | 1,35,000 ₹1.4 L |
| 10.00 | Providing and laying of Conglomerate floor 50mm thick cement concreate topping 1:2:4 | 56 | Sqm | 11,200 ₹11,200 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹25,000
Closing Date
10 Jan 2026, 10:00 amClosed
MANAGING DIRECTOR
Panipat
Construction of L shaped Sugar sales Depot, extension of time office Room, Toilet 3 no and construction of store rooms
2026_HBC_494808_1
Panipat/12-01-2026/Civil Works of Vita Booth,Sugar Sale Point etc.
Open Tender
Civil Works - Others
150 days
PANIPAT
Please refer Tender documents.
2 documents required · 2 mandatory
₹100
₹25,000
13 Feb 2026
3 Jan 2026
10 Jan 2026
3 Jan 2026
10 Jan 2026
3 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, 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.
Filling available excavated earth (excluding rock) In trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m.
Filling of earth up to plinth level
Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size) 6.8.1 50 mm thick
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021
M-10 grade plain cement concrete
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 wore 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. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1.6 (1 Cement : 6 coarse sand)
Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks
Providing and laying of Conglomerate floor 50mm thick cement concreate topping 1:2:4
Providing and laying of crazy ceramic tile flooring, with under layer 12mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fiber, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length up to 6mm mixing fiber @ 125 grams per 50kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement all complete as per direction of Engineer-in-charge.
12 mm cement plaster of mix: 1:4 ( 1 cement :4 fine sand)
Distempering with dry distemper of approved brand and manufacturer (two or more coats) of required shade on new work, over and including water thin able priming coat to give an even shade.
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @3.28 liter/10 sqm) over
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick title of class designation 10
Making khurras
Plaster of paris 10mm
Electrical Conducting and Wiring including required boards and MCB.
Any Other item as per HSR 2021 As per requirement
#### Construction of Toilets 3 Nos. ####
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, 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.
Filling available excavated earth (excluding rock) In trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m.
Filling of earth up to plinth level
Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size) 6.8.1 50 mm thick
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021
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
M-10 grade plain cement concrete.
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1.6 (1 Cement : 6 coarse sand) Labour Rate
Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks
Providing and laying ceramic glazed tiles and all as specified in HSR 2021
Providing and laying vitrified floor tiles and all as specified in HSR 2021
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick title of class designation 10
Orissa Pan
English seat
CPVC/GI fittings including sanitary and hardware fixture as is where is basis. Job work
Over head tank 1000 litre
Making connection in septic tank including pipe and other accessories
Distempering /Plastic emulsion paint with dry distemper of approved brand and manufacturer ( two or more coats) of required shade on new work, over and including water thin able priming coat to give an even shade.
Electrical Conducting and Wiring including required boards and MCB.
Any Other item as per HSR 2021
Construction of Extension room of Time Office and Store Room ####
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means aver areas (exceeding 30 cm in depth 1.5 m I, 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.
Filling available excavated earth (excluding rock) In trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m.
Filling of earth up to plinth level
Providing and laying damp-proof course with cement concreate 1:2:4 (cement :2 coarse sand (zone-111): 4 graded stone aggregate 12.5mm nominal size) 6.8.1 50 mm thick
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concreate work, using cement and all as specified in HSR 2021
M-10 grade plain cement concrete.
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
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1.6 (1 Cement : 6 coarse sand)
Brick work with common burnt clay machine molded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1:6 (1 cement : 6 coarse sand). With non-modular bricks
Providing and laying of Conglomerate floor 50mm thick cement concreate topping 1:2:4
12 mm cement plaster of mix: 1:4 ( 1 cement :4 fine sand)
Distempering with dry distemper of approved brand and manufacturer (two or more coats) of required shade on new work, over and including water thin able priming coat to give an even shade.
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @3.28 liter/10 sqm) over
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay non-modular brick title of class designation 10
Making khurras
Plaster of paris 10mm
Electrical Conducting and Wiring including required boards and MCB.
Any Other item as per HSR 2021 As per requirement
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