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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Finance | -38.66% | ₹15.3 L | L1 | Admitted-Finance |
| 2 | L2₹17.8 L+₹2.4 L (15.9%)Admitted-Finance | -28.90% | ₹17.8 L+₹2.4 L (15.9%) | L2 | Admitted-Finance |
| 3 | L3₹18.4 L+₹3.1 L (20.2%)Admitted-Finance | -26.25% | ₹18.4 L+₹3.1 L (20.2%) | L3 | Admitted-Finance |
| 4 | L4₹19.8 L+₹4.4 L (28.8%)Admitted-Finance | -21.00% | ₹19.8 L+₹4.4 L (28.8%) | L4 | Admitted-Finance |
| 5 | L5₹21.2 L+₹5.9 L (38.4%)Admitted-Finance | -15.10% | ₹21.2 L+₹5.9 L (38.4%) | L5 | Admitted-Finance |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
21 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Construction of Shaheedi Smarak Near Government Girls Higher Secondary School Bhaderwah District Doda.
2026_PWDJK_320947_2
e-NIT No. 75 of 2026-27 Dt. 14-08-2026
Open Tender
Civil Works
Percentage
60 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹600
Executive Engineer
₹50,000
3 Sept 2026
14 Aug 2026
22 Aug 2026
14 Aug 2026
21 Aug 2026
14 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 |
|---|---|---|---|---|---|
| 1Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar | |||||
| 2 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In cement mortar | 1 | Cum | - | - |
| 3Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | |||||
| 4 | Earth work in excavation by manual means 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: 50 meter beyond 1 m from cutting edge All kinds of soil | 1 | Cum | 1 | ₹1 |
| 5 | 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) | 1 | Cum | 1 | ₹1 |
| 6 | Providing 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) | - | Cum | 1 | - |
| 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | 1 | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts | 1 | Sqm | 1 | ₹1 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. | - | Sqm | 1 | - |
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