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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹41.4 LAdmitted-Fee/PreQual/Technical/Finance | -0.01% | ₹41.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹42.2 L+₹83,210.54 (2.01%)Admitted-Fee/PreQual/Technical/Finance | +2.00% | ₹42.2 L+₹83,210.54 (2.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹48.9 L
EMD Value
₹97,700
Closing Date
2 Sept 2026, 4:00 pmClosed
Executive Engineer RnB Division Kulgam
Executive Engineer RnB Division Kulgam
Construction of road from Qasba Devsar to Zangalpora via Dew Drops School (Replacement for Marriage Hall Dachan Lab via Sekedafat under road sector Capex Budget 2026-27
2026_PWDJK_322624_5
59/2026-27/RnB/Kul/5959-69 Dtd 27-08-2026
Open Tender
Civil Works
Percentage
120 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
Account No. 0470010200000099
₹97,700
7 Sept 2026
28 Aug 2026
3 Sept 2026
28 Aug 2026
2 Sept 2026
28 Aug 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 | Felling trees beyond 30Cm girth upto and including 60Cm 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 as per the directions of Engineer Incharge Complete | - | Nos | 0.88 | - |
| 2 | Felling trees Beyond 60 cm girth upto and including 120 cm 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 as per the direcions of Engineer Incharge Complete. | - | Nos | 0.39 | - |
| 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or woodden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depression, lead upto 50m and lift upto 1.5m in all kinds of soil. | - | Cum | 0.27 | - |
| 4Construction of Drain | |||||
| 4.01 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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 band disposal of surplus excavated earth as directed. (in all kinds of soils). | - | Cum | 0.27 | - |
| 4.02 | P/L Stone Soling of Specified size duly hand packed incl. all carriages and loading/unloading. | - | Cum | 0.08 | - |
| 4.03 | Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 mix. Incld all carriages | - | Cum | 0.54 | - |
| 4.04 | Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:2:4 mix. | - | Cum | 0.41 | - |
| 4.05 | Centering and Shuttering including strutting, propping etc. and removal of the same for foundations. | - | Sqm | 0.02 | - |
| 4.06 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement
slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. | - | Sqm | 0.61 | - |
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