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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.5 CrAdmitted-Finance CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | L1 | Admitted-Finance | ||
| 2 | L2₹27.8 Cr+₹28.7 L (1.04%)Admitted-Finance CIVIL WORKS FOR CONSTRUCTION OF ADDITIONAL OFFICE BLOCK AT IOCL PUNJAB STATE OFFICE BUILDING PLOT NO 3A SECTOR 19 A CHANDIGARH UT | NA | NA | 160001 | L2 | Admitted-Finance | ||
| 3 | L3₹28.6 Cr+₹1.1 Cr (3.98%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹28.9 Cr+₹1.4 Cr (5.05%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹30.6 Cr+₹3.1 Cr (11.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹38.3 Cr
EMD Value
₹76.6 L
Closing Date
14 Aug 2025, 4:00 pmClosed
Executive Engineer
SDA office Complex at Bemna srinagar
Construction of 2BHK Phase 2nd Block K and L for vertical Housing Colony Shehjar Heights at Bemina Srinagar opposite Haj House
2025_HAUDD_282189_1
e-tender Notice No 03 of 2025-2026
Open Tender
Civil Works
Percentage
730 days
Bemina Srinagar
Construction of 2BHK Phase 2nd Block K and L for vertical Housing Colony Shehjar Heights at Bemina Srinagar opposite Haj House
3 documents required · 3 mandatory
₹20,000
Yes
Srinagar Development Authority
₹76.6 L
Yes
Office of Vice Chairman SDA
24 Oct 2025
23 Jul 2025
20 Aug 2025
24 Jul 2025
14 Aug 2025
4 Aug 2025
31 Jul 2025
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 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of grade M-25 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).
By percussion drilling using Direct mud
circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete,. 600 mm dia piles | 8,505 | RM | - | - |
| 2 | Extra boring from existing level to cut of level incl. cement concrete of M-10 grade (1.52M). | 591 | RM | - | - |
| 3 | Boring with mechanical/hydraulic piling rigs/DMC method with power units, providing and installation bored cast-in-situ gravel( 25 mm to 40 mm) piles of 600 mm diameter payment will be made from pile cap bottom to stone pile toe including testing equipments etc/measurement through sounding/cc tv footage to be provided by the contractor at site. | 16,245 | RM | - | - |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, welding, placing in position and binding all complete up to plinth level and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,70,212.75 | Kg | - | - |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 8,06,347.54 | Kg | - | - |
| 6 | Chipping of RCC pile heads by way of chiselling/ through cutter upto cut off level by manually means. A). M-30 pile. | 376 | No | - | - |
| 7 | Chipping of RCC pile heads by way of chiselling/ through cutter upto cut off level by manually means. b). M-10 pile. | 376 | No | - | - |
| 8 | Vertical load testing piles in accordance with IS-294 (PART IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test and complete as per specifications and the directions of Engineer-in-Charge single pile upto 60 Tonne capacity. Initial Tests. | 2 | No | 0.29 | ₹0.58 |
| 9 | Routine Tests. | 8 | No | 0.29 | ₹2.32 |
| 10 | 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 including dewatering if necessary. | 6,040.36 | Cum | - | - |
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