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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.1 LAdmitted-Finance | -25.50% | ₹6.1 L | L1 | Admitted-Finance |
| 2 | L2₹6.6 L+₹45,332.61 (7.38%)Admitted-Finance | -20.00% | ₹6.6 L+₹45,332.61 (7.38%) | L2 | Admitted-Finance |
| 3 | L3₹7.0 L+₹86,528.34 (14.1%)Admitted-Finance | -15.00% | ₹7.0 L+₹86,528.34 (14.1%) | L3 | Admitted-Finance |
| 4 | L4₹7.6 L+₹1.5 L (24.0%)Admitted-Finance | -7.60% | ₹7.6 L+₹1.5 L (24.0%) | L4 | Admitted-Finance |
| 5 | L5₹8.1 L+₹1.9 L (31.5%)Admitted-Finance | -2.00% | ₹8.1 L+₹1.9 L (31.5%) | L5 | Admitted-Finance |
Tender Value
₹8.2 L
EMD Value
₹16,480
Closing Date
17 Jun 2026, 4:00 pmClosed
Er. Layaqit Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIV SURANKOTE
Please Refer to BOQ.
2026_PWDJK_311640_2
e-NIT No.23 of 2026-27 Dated 05-06-2026
Open Tender
Civil Works
Percentage
30 days
SURANKOTE
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹16,480
25 Jun 2026
5 Jun 2026
18 Jun 2026
5 Jun 2026
17 Jun 2026
5 Jun 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 | 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 in all kinds of Soil. | 37.72 | Cum | 479.3 | ₹18,079.2 |
| 2 | 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). | 3.78 | Cum | 5,202.9 | ₹19,666.96 |
| 3 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 18.44 | Cum | 5,733.6 | ₹1,05,727.58 |
| 4 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) & Extra for brick work with common burnt clay bricks /cement concrete bricks in superstructure above plinth level upto floor five level. | 10.56 | Cum | 9,027.2 | ₹95,327.23 |
| 5 | Reinforced 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). | 4.44 | Cum | 9,821.85 | ₹43,609.01 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 444 | Kg | 123.2 | ₹54,700.8 |
| 7 | Centring and Shuttering including strutting, propping etc and removal of form work for Foundations: footings, bases of columns etc. for mass concrete. | 52.36 | Sqm | 286.35 | ₹14,993.29 |
| 8 | Centring and Shuttering including strutting, propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform. | 24.44 | Sqm | 718.2 | ₹17,552.81 |
| 9 | Centring and Shuttering including strutting, propping etc and removal of form work for Edges of Slabs and Break in floors and walls (Under 20 cms wide). | 27.42 | mtrs | 262.2 | ₹7,189.52 |
| 10 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild
steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Fixing with adjustable lugs with split end tail to each jamb. | 41.46 | mtrs | 460.6 | ₹19,096.48 |
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