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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.5 LAdmitted-Finance | -30.00% | ₹9.5 L | L1 | Admitted-Finance |
| 2 | L2₹10.0 LAdmitted-Finance | -26.60% | ₹10.0 L | L2 | Admitted-Finance |
| 3 | L3₹10.8 LAdmitted-Finance | -20.33% | ₹10.8 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical AFFIDAVIT |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical CHALLAN |
Tender Value
₹13.6 L
EMD Value
₹27,200
Closing Date
16 Mar 2026, 4:00 pmClosed
Er. Liyakat Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
Please Refer to BOQ.
2026_PWDJK_305738_1
e-NIT No.188 of 2025-26 Dated 09-03-2026
Open Tender
Civil Works
30 days
MIRAN FAZLABAD
Please Refer to Technical Bid as per Conditions of e-NIT.
2 documents required · 2 mandatory
₹600
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹27,200
22 May 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : 50% Ordinary Rock 30% Hard Rock (Blasting Prohibited) 20%
Earth 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 :
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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
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)
Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm
Stone screening of size 13.2 mm nominal size (Type A)
Moorum
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
Carriage of material by M.T including loading and unloading and stacking on site complete
Carriage of Sand/Stone below 40mm nominal size by an average distance of 15 km by MT
Carriage of Stone above 40mm nominal size by an average distance of 15 km by MT
Carriage of Stone below 40mm nominal size by an average distance of 15 km by MT
Carriage of Stone by an average distance of 15 km by MT
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