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Tender Value
₹7.1 L
EMD Value
₹14,220
Closing Date
6 Jul 2026, 4:00 pm6d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
Kotranka
Construction of Road from PHC Budhal to Alamdar Colony Ward No. 05 Budhal new. (2nd call)
2026_PWDJK_313821_4
NIT No. 12 of 2026-27 dated 27.06.2026
Open Tender
Civil Works
Kotranka
Please refer Tender documents.
4 documents required · 4 mandatory
₹600
Executive Engineer PWD RnB Division Kotranka
₹14,220
27 Jun 2026
27 Jun 2026
7 Jul 2026
27 Jun 2026
6 Jul 2026
27 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. | 990 | Sqm | 24.12 | ₹23,878.8 |
| 2 | 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: in All kinds of soil | 250 | Cum | 256.85 | ₹64,212.5 |
| 3 | 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). | 5 | Cum | 4,826.5 | ₹24,132.5 |
| 4 | 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). Using 20% boulders. | 64 | Cum | 4,774.46 | ₹3,05,565.44 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations: footings, bases of columns etc. for mass concrete. | 96 | Sqm | 286.35 | ₹27,489.6 |
| 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.Non-pressure NP-3 class (Medium duty) R.C.C. pipe. complete 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means. | 15 | Rmt | 4,653.3 | ₹69,799.5 |
| 7 | 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.Non-pressure NP-3 class (Medium duty) R.C.C. pipe. complete 600 mm dia. R.C.C. pipe (laying by manual/mechanical means. | 10 | Rmt | 2,415.8 | ₹24,158 |
| 8 | 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 | 73 | Cum | 1,880.3 | ₹1,37,261.9 |
| 9Carriage consumption | |||||
| 0.9 | Carriage of sand from source to site of construction average lead 20 kms by M.T. including loading and unloading and stacking at site complete | 25 | cum | 409.94 | ₹10,248.5 |
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