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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | -33.99% | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹42.3 L (19.1%)Admitted-Finance KEDAR BADI KHAIRAGARH ROAD DONGARGARH DISTT RAJNANDGAON CHHATTISGARH 491445 | RAJNANDGAON | CHHATTISGARH | 491445 | -21.37% | ₹2.6 Cr+₹42.3 L (19.1%) | L2 | Admitted-Finance |
| 3 | L3₹2.6 Cr+₹42.6 L (19.2%)Admitted-Finance | -21.29% | ₹2.6 Cr+₹42.6 L (19.2%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical non responsive |
Tender Value
₹3.4 Cr
EMD Value
₹6.7 L
Closing Date
8 May 2026, 4:00 pmClosed
EXECUTIVE ENGINEER RNB DIVISION URI
EXECUTIVE ENGINEER RNB DIVISION URI
Construction of 04 Set of Medical Officers Residential Quarters and 09 set of Paramedical staff Residential Quarters for SDH at Uri Baramulla.
2026_PWDJK_307792_1
eNIT No.06 of 2026-27
Open Tender
Civil Works
Percentage
730 days
URI
Please refer Tender documents.
12 documents required · 12 mandatory
₹5,500
EXECUTIVE ENGINEER RNB DIVISION URI
₹6.7 L
Superintending Engineer PWD Circle Baramulla
20 May 2026
13 Apr 2026
9 May 2026
13 Apr 2026
8 May 2026
18 Apr 2026
17 Apr 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 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | - | Cum | - | - |
| 2 | Providing and laying of stone soling under floors (Hand Packed) with aggregate size not exceeding 90mm including ramming, dressing and watering all complete.(Incl. all sorts of carriage). | - | Cum | - | - |
| 3 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 4 | 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. | 1 | Cum | - | - |
| 5 | Filling with 2nd class (75mm to 150mm thick) under floors (Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage). | 1 | Cum | - | - |
| 6 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer- in - charge. Note: - Cement content considered in this item is @ 330 kg/ cum. Excess/ less cement used as per design mix is payable/ recoverable separately. | - | - | - | - |
| 7 | All works upto plinth level | 1 | Cum | - | - |
| 8 | All works above plinth level upto floor V level | 1 | Cum | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kg | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: | - | - | - | - |
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