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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 CrAdmitted-Finance | -38.61% | ₹9.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.5 Cr+₹12.8 L (1.37%)Admitted-Finance | -37.77% | ₹9.5 Cr+₹12.8 L (1.37%) | L2 | Admitted-Finance |
| 3 | L3₹10.1 Cr+₹71.0 L (7.57%)Admitted-Finance KEDAR BADI KHAIRAGARH ROAD DONGARGARH DISTT RAJNANDGAON CHHATTISGARH 491445 | RAJNANDGAON | CHHATTISGARH | 491445 | -33.96% | ₹10.1 Cr+₹71.0 L (7.57%) | L3 | Admitted-Finance |
| 4 | L4₹10.1 Cr+₹77.0 L (8.21%)Admitted-Finance | -33.57% | ₹10.1 Cr+₹77.0 L (8.21%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical all documents not uploaded as per NIT and SBD Clause. |
Tender Value
₹15.3 Cr
EMD Value
₹30.5 L
Closing Date
23 Feb 2026, 4:00 pmClosed
Executive Engineer RnB Division Ganderbal
Executive Engineer RnB Division Ganderbal
Construction of Youth Hostel at Government College of Physical Education GCOPE Ganderbal
2026_PWDJK_302082_1
NIT No.98-2025-26
Open Tender
Civil Works
Percentage
730 days
Ganderbal
as per NIT and SBD
3 documents required · 3 mandatory
₹11,000
Executive Engineer RnB Division Ganderbal
₹30.5 L
Office of the Chief Engineer RnB Central Kashmir
24 Mar 2026
2 Feb 2026
24 Feb 2026
2 Feb 2026
23 Feb 2026
3 Feb 2026
9 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Civil Component | - | - | - | - |
| 2 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) 21.2.1 By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, M35 600 mm dia piles | 3,315 | Rm | 3,151.1 | ₹1,04,45,896.5 |
| 3 | Vertical load testing of piles in accordance with IS 2911 (PartIV) including installation of loading platform by entledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-inCharge. Initial test (Test Load 2.5 times the safe capacity) | 1 | per test | 2,41,337.2 | ₹2,41,337.2 |
| 4 | Vertical load testing of piles in accordance with IS 2911 (PartIV) including installation of loading platform by kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-inCharge. Routine test (Test Load 1.5 times the safe capacity) | 3 | per test | 2,65,470.9 | ₹7,96,412.7 |
| 5 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | 49.96 | Cum | 1,725.2 | ₹86,190.99 |
| 6 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 1,284.17 | Cum | 187.3 | ₹2,40,525.04 |
| 7 | P/L, of dry stone soling duly hand packed for foundation and backfilling with ramming, dressing, and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete. | 171.11 | Cum | 950 | ₹1,62,554.5 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 898.92 | Cum | 218.4 | ₹1,96,324.13 |
| 9 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complete. | 256.83 | Cum | 1,204.5 | ₹3,09,351.74 |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) complete. | 129.09 | Cum | 5,202.9 | ₹6,71,642.36 |
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