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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.5 LAdmitted-Finance | -27.85% | ₹6.5 L | L1 | Admitted-Finance |
| 2 | L2₹6.5 L+₹4,952.22 (0.76%)Admitted-Finance | -27.30% | ₹6.5 L+₹4,952.22 (0.76%) | L2 | Admitted-Finance |
| 3 | L3₹7.0 L+₹48,711.88 (7.50%)Admitted-Finance | -22.44% | ₹7.0 L+₹48,711.88 (7.50%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-The bid has been rejected because the bidder submitted the Treasury challan and affidavit dated 20-07-2026, which were issued prior to the publication of the tender. |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
1 Aug 2026, 4:00 pmClosed
Executive Engineer
Mahore Irrigation Division Dharmari
Strengthening Remodeling of Chinkah Khul in Block Thakrakote District Reasi under UT Capex Budget 2026-27.
2026_IFC_317592_3
e-NIT No. 29 of 2026-27 dated 23-07-2026
Open Tender
Civil Works
Percentage
90 days
Chinkah Khul
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer
₹18,000
5 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
1 Aug 2026
24 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 |
|---|---|---|---|---|---|
| 1.01 | Earth work in bulk excavation by manual means 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 : | 22.5 | cum | 592.9 | ₹13,340.25 |
| 1.02 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m (respectively ) Dry | 54.18 | Mtrs | 111 | ₹6,013.98 |
| 1.03 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m (respectively ) Wet | 23.22 | cum | 184.95 | ₹4,294.54 |
| 1.04 | 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) | 20.3 | cum | 5,202.9 | ₹1,05,618.87 |
| 1.05 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 15.98 | cum | 8,422.45 | ₹1,34,590.75 |
| 1.06 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain indow sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 34.13 | cum | 7,564.8 | ₹2,58,186.62 |
| 1.07 | 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. | 202.5 | sqm | 562.15 | ₹1,13,835.38 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns, Khuls section walls and R/wall. | 308.1 | sqm | 286.35 | ₹88,224.44 |
| 1.09 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge with 1:3:6 or richer mix (i/c equivalent design mix) | 18.2 | cum | 1,725.2 | ₹31,398.64 |
| 1.1 | Carriage of Sand from nearest source to site of work for an average distance of 15 km by MT and 800 m by head load. | 36.5 | cum | 1,200.51 | ₹43,818.62 |
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