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Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
16 Jul 2026, 4:00 pm
Er. Layaqit Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIV SURANKOTE
Please Refer to BOQ.
2026_PWDJK_314735_1
e-NIT No.38 of 2026-27 Dated 07-07-2026
Open Tender
Civil Works
30 days
SURANKOTE
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹9,800
7 Jul 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
16 Jul 2026
7 Jul 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 : | 144.5 | Cum | 256.85 | ₹37,114.83 |
| 2 | Stone Filling in wire crate including the cost of crate and all carriage upto site of work complete job. | 43.2 | Cum | 2,393.3 | ₹1,03,390.56 |
| 3 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | 450 | Sqm | 153 | ₹68,850 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 112.5 | Cum | 1,885.95 | ₹2,12,169.38 |
| 5 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot 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-4 class (Heavy duty) R.C.C. pipes 900 mm dia. R.C.C. pipe | 7.5 | Rmt | 6,081.65 | ₹45,612.38 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot 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-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe | 5 | Rmt | 3,178.4 | ₹15,892 |
| 7Carriage of material by M.T including loading/unloading & stacking complete. | |||||
| 7.01 | Carriage of Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 900 mm dia. R.C.C. pipe by an average distance of 90 km by M.T | 7.5 | Rmt | 646.18 | ₹4,846.35 |
| 7.02 | Carriage of Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe by an average distance of 90 km by M.T | 5 | Rmt | 431.79 | ₹2,158.95 |
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