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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2,701.19Admitted-Finance | -59.00% | ₹2,701.19 | L1 | Admitted-Finance |
| 2 | L2₹3,543.17Admitted-Finance | -46.22% | ₹3,543.17 | L2 | Admitted-Finance |
| 3 | L3₹4,941.20Admitted-Finance | -25.00% | ₹4,941.20 | L3 | Admitted-Finance |
| 4 | L4₹5,270.62Admitted-Finance | -20.00% | ₹5,270.62 | L4 | Admitted-Finance |
Tender Value
₹5.2 L
EMD Value
₹10,300
Closing Date
12 Jun 2026, 4:00 pmClosed
Er. Layaqit Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIV SURANKOTE
Please Refer to BOQ.
2026_PWDJK_311756_1
e-NIT No.24 of 2026-27 Dated 06-06-2026
Open Tender
Civil Works
365 days
SURANKOTE
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹10,300
25 Jun 2026
6 Jun 2026
13 Jun 2026
6 Jun 2026
12 Jun 2026
6 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 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 : | 1 | Cum | 256.85 | ₹256.85 |
| 2 | Hand packed stone in wire crate including the cost of stone and wire crate complete job. | 1 | Cum | 2,400 | ₹2,400 |
| 3 | Slip Clearence In soils; mixed with moorum/ (Kankar/ shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m | 1 | Cum | 331.15 | ₹331.15 |
| 4 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto 50 meterand lift upto 1.5m, as directed by Engineer-in-Charge' All kinds of soil : | 1 | Cum | 91.75 | ₹91.75 |
| 5 | Providing & Laying RBM Including Spreading,& Compacting including Carriage complete at site as directed by Engineer in Charge | 1 | Cum | 500 | ₹500 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collarsispigot jointed with stiff mixture of cement mortar in the proportion of 1 :2 (1 cement:2 fine sand) including testing of joints etc.Complete. Non-pressure NP-3 class Medium Duty R.C.C. pipes 600 mm dia. R.C.C. pipe | 1 | Rmt | 2,415.8 | ₹2,415.8 |
| 7 | Shifting of Mulba /excessive earth within average lead 1 Km bY M.T. | 1 | Cum | 160.93 | ₹160.93 |
| 7.01 | Carriage of material by M.T including loading and unloading and stacking on site complete | - | - | - | - |
| 7.02 | Carriage of Non-pressure NP-3 class R.C.C. pipes 600 mm dia. R.C.C. pipe by an average distance of 90 km by MT | 1 | Rmt | 431.79 | ₹431.79 |
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