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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -31.18% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 Cr+₹25.9 L (9.71%)Admitted-Finance | -24.50% | ₹2.9 Cr+₹25.9 L (9.71%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹34.0 L (12.8%)Admitted-Finance | -22.40% | ₹3.0 Cr+₹34.0 L (12.8%) | L3 | Admitted-Finance |
| 4 | L4₹3.0 Cr+₹38.1 L (14.3%)Admitted-Finance | -21.33% | ₹3.0 Cr+₹38.1 L (14.3%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Bidder has not fulfill the clause 4.4(A) (b) (II) of SBD. |
Tender Value
₹4.6 Cr
EMD Value
₹9.1 L
Closing Date
4 Mar 2026, 6:00 pmClosed
Executive Engineer RnB div Zainapora
Zainapora
Construction of additional building for Health Centre at Chitragam Shopian.
2026_PWDJK_302052_1
42/ZNP/RnB/e-Tendering/2025-26
Open Tender
Civil Works
Percentage
730 days
chitragam zainapora shopian
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,500
Executive Engineer RnB div Zainapora
₹9.1 L
office of the Std. Er. PW(RnB) Circle Pul-Spn
12 Mar 2026
2 Feb 2026
5 Mar 2026
2 Feb 2026
4 Mar 2026
6 Feb 2026
4 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 | 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 | Cum | 1 | ₹1 |
| 2 | Filling available excavated earth (exluding rock) in trenchs, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidated each doposited layer by ramming and watering, lead upto 50 m lift upto 1.5m | 1 | Cum | 0.2 | ₹0.2 |
| 3 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. | - | Each | 0.2 | - |
| 4 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth. | - | Each | 0.8 | - |
| 5 | Supplying and filling of Nalla muck/RBM of specified grade and size including watering, dressing and ramming with all carriages, loading/unloading complete. | 1 | Cum | 0.4 | ₹0.4 |
| 6 | Providing and laying of stone soling (hand packed) including watering,dressing and ramming with all carriages loading,unloading and stacking etc | - | Cum | 0.6 | - |
| 7 | 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) ( Mud Mat) | - | Cum | 0.6 | - |
| 8 | 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. All works upto plinth level
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.
5.38.1 All works upto plinth level | - | Cum | 0.6 | - |
| 9 | Providing & laying in position cement concrete of specified grade including curring but excld. the cost of centring and shuttering all work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of all materials involved complete | 1 | Cum | 0.6 | ₹0.6 |
| 10 | Providing & laying in position cement concrete of specified grade including curring but excld. the cost of centring and shuttering all work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of all materials involved complete | 1 | Cum | 0.8 | ₹0.8 |
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