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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | -31.99% | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹9.5 L (3.19%)Admitted-Finance | -29.82% | ₹3.1 Cr+₹9.5 L (3.19%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹10.6 L (3.57%)Admitted-Finance | -29.56% | ₹3.1 Cr+₹10.6 L (3.57%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 Cr+₹30.6 L (10.3%)Admitted-Finance | -25.00% | ₹3.3 Cr+₹30.6 L (10.3%) | L4 | Admitted-Finance |
| 5 | L5₹3.4 Cr+₹45.7 L (15.3%)Admitted-Finance | -21.55% | ₹3.4 Cr+₹45.7 L (15.3%) | L5 | Admitted-Finance |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
7 Aug 2026, 4:00 pmClosed
Xen RNB Sopore
RNB Sopore
Construction of Library Block at Women College Sopore.
2026_PWDJK_315862_1
eNIT No 45 /2026-27/RnB/Sopore
Open Tender
Civil Works
Percentage
720 days
Sopore
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,500
Xen RNB Sopore
₹8.8 L
SERNB Bla
21 Aug 2026
13 Jul 2026
8 Aug 2026
14 Jul 2026
7 Aug 2026
17 Jul 2026
17 Jul 2026 - 7 Aug 2026
16 Jul 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 in all kinds of soil by Manual/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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work.. | - | Cum | - | - |
| 2 | Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete | - | Cum | - | - |
| 3 | Supply and filling of Sand with ramming, dressing ,watering incld. carriage of material from source to site of work complete | - | Cum | - | - |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages. | 1 | Cum | 1 | ₹1 |
| 5 | 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) . By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete.M-30.600 mm dia piles. | - | Rm | 1 | - |
| 6 | Chipping of RCC Pile Heads by way of Chiseling/Through Cutter etc upto Cut of level by manual means-M30 piles upto 0.6 m | - | No | - | - |
| 7 | 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 | - | Cum | - | - |
| 8 | Vertical load testing of piles in accordance with IS 2911 (Part IV) 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-in Charge.Single pile upto 50 tonne safe capacity. Initial test (Test Load 2.5 times the safe capacity). | - | Job | 0.29 | - |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in charge. Note: - Cement in this item is above 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works upto plinth level including all carriages. | 1 | Cum | 1 | ₹1 |
| 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-in charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V level, including all carriages. | 1 | Cum | - | - |
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