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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | -47.53% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance | -41.43% | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.1 CrAdmitted-Finance | -40.58% | ₹1.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.2 CrAdmitted-Finance | -38.99% | ₹1.2 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.2 CrAdmitted-Finance | -35.64% | ₹1.2 Cr | L5 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
13 Apr 2026, 4:00 pmClosed
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
Please refers to BOQ
2026_PWDJK_306736_1
e-NIT No.PWD/SE/KS/53 of 2025-26 Dated 24-03-2026
Open Tender
Civil Works - Roads
730 days
KATHUA-VIJAYPUR
Please refers to NIT/SBD
4 documents required · 4 mandatory
₹3,000
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
₹3.8 L
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
24 Apr 2026
25 Mar 2026
15 Apr 2026
25 Mar 2026
13 Apr 2026
25 Mar 2026
10 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 |
|---|---|---|---|---|---|
| 1Earth 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 ) | |||||
| 2Providing 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 :- | |||||
| 2.01 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 2.02 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 3Providing 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, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | |||||
| 4Providing 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| 5Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 6Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 7Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement, 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above or upto plinth level, Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
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