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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance | -7.50% | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 CrAdmitted-Finance | +0.00% | ₹3.9 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non- responsive, as the bidder has not uploaded bank account number which is linked with their GSTIN |
Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
6 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_306996_1
e-NIT No.PWD/SE/KS/55 of 2025-26 Dated 28-03-2026
Open Tender
Civil Works - Roads
730 days
KATHUA-BASOHLI
Please refers to NIT/SBD
4 documents required · 4 mandatory
₹6,000
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
₹8.6 L
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
13 Apr 2026
31 Mar 2026
7 Apr 2026
31 Mar 2026
6 Apr 2026
31 Mar 2026
4 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 |
|---|---|---|---|---|---|
| 1Earthwork in bulk excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.50 mtr. as directed by Engineer-in-charge. | |||||
| 1.01 | All Kind of soil. = 80% | - | Cum | - | - |
| 1.02 | Ordinary rock. = 20% | - | Cum | - | - |
| 2Filling 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. | |||||
| 3Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All Kind of soil. | |||||
| 4Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). | |||||
| 5Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) . | |||||
| 6Providing 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. a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) . | |||||
| 7Reinforced 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: a) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 8Providing 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 a) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
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