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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5,649.64Admitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹7,637.77+₹1,988.13 (35.2%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical CHALLAN, CDR , AFFIDAVIT |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
3 Jun 2026, 4:00 pmClosed
Er. Layaqit Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
Please Refer to BOQ.
2026_PWDJK_311091_3
e-NIT No.19 of 2026-27 Dated 26-05-2026
Open Tender
Civil Works
Percentage
365 days
SURANKOTE
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹9,800
25 Jun 2026
26 May 2026
4 Jun 2026
26 May 2026
3 Jun 2026
26 May 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 | Hand packed stone in wire crate including the cost of stone and wire crate complete job. | 1 | Cum | 2,400 | ₹2,400 |
| 2 | 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 |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well asl0 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | 1 | Cum | 91.75 | ₹91.75 |
| 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | 1 | Cum | 1,883.5 | ₹1,883.5 |
| 5 | 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 ofjoints etc. complete. Non-pressure NP-3 class R.C.C. pipes 600 mm dia. R.C.C. pipe | 1 | Rmt | 2,415.8 | ₹2,415.8 |
| 6 | Shifting of Mulba /excessive earth within average lead 1 Km by M.T. | 1 | Cum | 160.93 | ₹160.93 |
| 7Carriage of material by M.T including loading and unloading and stacking on site complete | |||||
| 7.01 | 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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