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Tender ID
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
13 Apr 2026, 4:00 pmClosed
Executive Engineer RnB Division Langate
RnB Division Langate
Restoration of 8x25 Mtr Span Khan Tulwari Bridge
2026_PWDJK_307403_1
01/53-62/2026-27/RnB/Langate Dated 06/04/2026
Open Tender
Civil Works
Percentage
270 days
Langate
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
MH 0059
₹2.3 L
6 Apr 2026
6 Apr 2026
14 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 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 manual / mechanical means 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: | - | Cum | 256.85 | - |
| 2 | Providing and laying in position cement concrete of specified grade including curing but 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: 1:4:8 (1 cement : 4coarse sand: 8graded stone aggregate 40 mm nominal size) | - | Cum | 5,577.39 | - |
| 3 | Providing and laying in position reinforced cement concrete of specified grade including curing but 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: 1:1.5:3 stone aggregate 20 mm nominal size) | - | Cum | 9,395.7 | - |
| 4 | Reinforcement for Concrete, (fe500) work incl cutting bending in position, as per the directions of engineer in-charge complete job | - | Kg | - | - |
| 5 | Providing & making wire mesh gabion boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with aleast dimension of 200 mm including cost of boulders (split stones including dewatering as per drawing) all complete as per direction of Engineer-in-charge including carriage of materials complete job. | - | Cum | 3,500 | - |
| 6 | 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 | - | Cum | 218.4 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work (Kitply shuttering) | - | Sqm | 286.35 | - |
| 8 | Providing and fixing of 150mm thick flat stone masonry/stone pitching in cement motors 1:3 including flushing points of joints. | - | Sqm | 600 | - |
| 9 | Dewatering and Diversion of nallah during execution of work. Complete Job | - | Job | 23,500 | - |
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