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Tender Value
₹9.7 L
EMD Value
₹19,420
Closing Date
13 Jul 2026, 6:00 pm4d left
Er. Raman Kumar (Xen PWD Chenani)
PWD OFFICE CHENANI
Refer to BOQ
2026_PWDJK_314278_3
e-NIT No. 26 of 2026-27 Dated 02-07-2026
Open Tender
Civil Works
30 days
Chenani
Refer to e-NIT/SBD
2 documents required · 2 mandatory
₹600
XEN PWD CHENANI
₹19,420
2 Jul 2026
2 Jul 2026
14 Jul 2026
2 Jul 2026
13 Jul 2026
2 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 : @50% Ordinary Rock @30% Hard Rock (Blasting prohibited ) @20% | - | Cum | 1 | - |
| 2 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. | - | sqm | 1 | - |
| 3Providing 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-3 class (Medium duty) R.C.C. pipes1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) | |||||
| 4 | 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 | - | - |
| 5Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | |||||
| 6Providing 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) | |||||
| 7 | 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) | 1 | Cum | - | - |
| 8 | Dry random rubble masonry with hard stone in foundation and plinth: Nallah | - | cum | 1 | - |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 1 | cum | - | - |
| 10 | Placing and laying of Hand Packed stone filling in wire crates of 4mm dia GI wire of 100 mm x 100mm mesh mechanically woven including the cost of stones and crates all job complete. | - | Cum | 1 | - |
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