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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
1 Jul 2026, 4:00 pm5d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
PWD RnB Division Rajouri
(i) Construction of road from Kallar to Sawani Rajouri 29.10 lacs (ii) Dassal Seiran to Tappa Mohalla Rs 19.98 lacs (iii) National Highway to Muradpur Bridge 7.75 lacs (iv) Muradpur Chowk to Chandwari. 19.40 lacs (v) Nagrota Ziarat to Saran 24.06
2026_PWDJK_313281_2
NIT NO 36 OF 2026-27 Dated 23-06-2026
Open Tender
Civil Works
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Executive Engineer
₹2.0 L
23 Jun 2026
23 Jun 2026
2 Jul 2026
23 Jun 2026
1 Jul 2026
23 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 | Item Code |
|---|---|---|---|---|---|---|
| 0.0 | (i) Construction of road from Kallar to Sawani | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 0.0 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road. | 177 | Sqm | 305.95 | ₹54,153.15 | BI01010001010000000000000515BI0100001118 |
| 0.0 | Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 413 | Cum | 331.15 | ₹1,36,764.95 | BI01010001010000000000000515BI0100001122 |
| 0.0 | 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. | 418.5 | Cum | 218.4 | ₹91,400.4 | BI01010001010000000000000515BI0100001123 |
| 0.0 | 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 : | 10 | Cum | 256.85 | ₹2,568.5 | BI01010001010000000000000515BI0100001124 |
| 0.0 | Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) | 12.2 | Cum | 4,826.5 | ₹58,883.3 | BI01010001010000000000000515BI0100001125 |
| 0.0 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed | 45.5 | Cum | 4,774.46 | ₹2,17,237.93 | BI01010001010000000000000515BI0100001126 |
| 0.0 | Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete | - | - | - | - | BI01010001010000000000000515BI0100001128 |
| 0.0 | Foundations, footings, bases of columns | 100 | Sqm | 286.35 | ₹28,635 | - |
| 0.0 | 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 | 170.62 | Cum | 1,880.3 | ₹3,20,816.79 | - |
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