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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.7 LAdmitted-Finance | -46.11% | ₹21.7 L | L1 | Admitted-Finance |
| 2 | L2₹21.7 LAdmitted-Finance | -46.10% | ₹21.7 L | L2 | Admitted-Finance |
| 3 | L3₹24.2 LAdmitted-Finance | -40.11% | ₹24.2 L | L3 | Admitted-Finance |
| 4 | L4₹25.3 LAdmitted-Finance | -37.21% | ₹25.3 L | L4 | Admitted-Finance |
| 5 | L5₹25.6 LAdmitted-Finance | -36.55% | ₹25.6 L | L5 | Admitted-Finance |
Tender Value
₹40.4 L
EMD Value
₹80,700
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_305728_1
e-NIT No.187 of 2025-26 Dated 09-03-2026
Open Tender
Civil Works
120 days
SURANKOTE
Please Refer to Technical Bid as per Conditions of e-NIT.
2 documents required · 2 mandatory
₹1,100
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹80,700
24 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
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)
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
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 18 km by MT
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