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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAdmitted-Finance 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹10.9 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical As Per NIT |
| 3 | Rejected-Technical HOUSE NO 529 SECTOR 15 HISAR | - | - | Rejected-Technical As Per NIT |
| Sl No | Description | Qty | Unit | M/S Mittal Construction Company L1 |
|---|---|---|---|---|
| 1.00Assisting in executing various un-measurable jobs for unforesen activities : | ||||
| 1.01 | Skilled jobs ( Each means 08 Hours works in day) | 5 | Each | 1,200 ₹6,000 Lowest |
| 1.02 | Un-skilled jobs ( Each means 08 Hours works in day) | 10 | Each | 1,000 ₹10,000 Lowest |
| 2.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 5.29 | Cum | 4,500 ₹23,805 Lowest |
| 3.00 | 12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) | 44.6 | Sqm | 190 ₹8,474 Lowest |
| 4.00 | Supply of Mechanical excavator/JCB including diesel and operator, for excavation , levelling and other required job as per site requirement , as per site requirement and instructions of Engineer-In-Charge. Per day means minimum 08 working hours | 15 | Per Day | 6,000 ₹90,000 Lowest |
| 5.00 | Providing and laying in position Cement Concrete of specified grade excluding the cost of Centering and Shuttering - All works upto Plinth Level 1:3:6 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominal size) | 23.75 | Cum | 3,800 ₹90,250 Lowest |
| 5.02 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve and tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge No separate payment shall be made for providing Item of joint fillers dowel bars with sleeve and tie bars . | 75 | Cum | 5,500 ₹4,12,500 Lowest |
| 6.00 | Reinforcement for RCC work ( TMT ) including bending, binding,straightening and placing in position complete : ISI steel | 2,800 | Kg | 70 ₹1,96,000 Lowest |
| 7.00Supplying and stacking at site : | ||||
Tender Value
₹12.3 L
EMD Value
₹25,000
Closing Date
17 Apr 2025, 2:00 pmClosed
Chief Manager (Civil)
Technical office Building , NFL ,Bathinda , Punjab.
Development of Area for Dump Yard In Old LHSH Area.
2025_NFL_230594_1
NFB/CIVIL/CW-342
Open Tender
Civil Works
Works
90 days
Work
OPEN tender
3 documents required · 3 mandatory
₹0
₹25,000
NFL BATHINDA
13 Aug 2025
21 Mar 2025
18 Apr 2025
21 Mar 2025
17 Apr 2025
22 Mar 2025
21 Mar 2025 - 10 Apr 2025
1 Apr 2025
Amount
Assisting in executing various un-measurable jobs for unforesen activities :
Skilled jobs ( Each means 08 Hours works in day)
Un-skilled jobs ( Each means 08 Hours works in day)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
Supply of Mechanical excavator/JCB including diesel and operator, for excavation , levelling and other required job as per site requirement , as per site requirement and instructions of Engineer-In-Charge. Per day means minimum 08 working hours
Providing and laying in position Cement Concrete of specified grade excluding the cost of Centering and Shuttering - All works upto Plinth Level 1:3:6 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve and tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge No separate payment shall be made for providing Item of joint fillers dowel bars with sleeve and tie bars .
Reinforcement for RCC work ( TMT ) including bending, binding,straightening and placing in position complete : ISI steel
Supplying and stacking at site :
63 mm to 45 mm size stone aggregates
Good Earth
Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking ,rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate watering and compacting to the required density .
Supply of Hydraulic Tractor trolley for shifting of debris and plant areas as per directions of engineer in-charge (The rate shall include the cost of minimum 3 nos. labourers & driver and diesel, oil etc. complete. ) Per day means minimum 08 hours
Vibratory roller 8-10 tonne- Hiring charges for vibratory roller for rolling over (Earth ,sand, moorum,stone,WMM,WBM etc.with operator,diesel/oil etc. Note payment for roller shall be made on hourly basis for which roller is operated as per NFL requirement
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