Tender For Restoration Of Rain Damage To Various G.W.S.S.& Lwss Under Jsv Section Kakira In In Tehsil Bhattiyat Distt Chamba ( H.P.) (Sub-Head:-Laying ,Jointing And Testing Of Gi Pipe Of Various Dia, Construction Of Intake Chamber ,Providing Protecti
Tender Value
56.22 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
8 days left
EMD
1.09 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damage To Various G.W.S.S.& Lwss Under Jsv Section Kakira In In Tehsil Bhattiyat Distt Chamba ( H.P.) (Sub-Head:-Laying ,Jointing And Testing Of Gi Pipe Of Various Dia, Construction Of Intake Chamber ,Providing Protection Work To Pipe Line & Civil Structure ,Nallah Crossing And Reinforced Cement Concrete Supporting Pillars.) Under Pdna
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 2 | Excavation in earth work and disposal of all excavated earth such as pick work, jumper work, blasting work in hard/ soft rocks, including dewatering in saturated soil upto all leads and lifts disposed earth to be levelled and neately dressed within all leads and lifts as per the direction of Engineer-in -Charge. |
| 3 | Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 4 | Providing and laying cement concrete work 1 : 1. 50 : 3 ( 1 cement : 1.50 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 5 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 6 | In Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 7 | Providing and laying Cement Concrete work 1:2:4(1cement :2 sand :4 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work inreinforcement for reinforced concrete work. |
| 8 | In suspended floor roofs, landing & shelves and their support balconies, beams, girders, resumes and cantilever up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 9 | In Wall (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 10 | Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centring below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 11 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 millimeters in thickness within all leads and lifts as per the direction of Engineer -in- Charge. |
| 12 | Vertical surfaces such as walls of kuhl /channels (any thickness) partitions and the like including attached pillasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in Charge. |
| 13 | Providing tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 14 | Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire (wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge. |
| 15 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separetaly) G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge. |
| 16 | Providing and fixing 2.40 mtr heigh fencing with MS angles post 65x65x6mm of total height 2.90 metre @ 2.50 mtr. centre to centre with 9 nos horizontal lines and two diagonals of galvanised steel barbed wire (IS 278-1962 Type I) total weight 9.38 Kg.per 100 metres(minimum) including earth work cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 20mm nominal size ) and curing complete within all leads and lifts as per the direction of Engineer-in- Charge. |
| 17 | Laying, jointing in trenches galvanized mild steel tube, tube fitting (light grade) (earth work in trenches to be measured and paid for separately ) including entire carriage of materials within all leads and lifts as per direction of Engineer -in- Charge of the following nominal bores. |
| 18 | 20mm dia (Light Class) |
| 19 | 25mm dia ( Light Class) |
| 20 | 32mm dia (Light Class) |
| 21 | 40mm dia (Light Class) |
| 22 | 50mm dia (Light Class) |
| 23 | 65mm dia (Light Class) |
| 24 | Providing and fixing of G.I Unions of superior quality ISI marked at various RD's to stop leakage /replacement damaged fitting for improvement of quality/quantity of water etc. complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 25 | 20 mm dia |
| 26 | 25 mm dia |
| 27 | 32 mm dia |
| 28 | 40 mm dia |
| 29 | 50 mm dia |
| 30 | 65 mm dia |
| 31 | Providing Cast Iron flanged sluice valve( with hand wheel) (Kirloskar/Leader /KSB) as per IS;780-1984 class-II for dia 300 mm dia (i/c brass spindle & as per 2906-1984 class-II for dia 300 mm)for complete in all repects of required size as per the direction of Engineer-in-Charge |
| 32 | 50 mm dia |
| 33 | Retrieving of useable pipe from debris including removal of slips,excavation and dismantling complete in all respect and carriage upto Sectional store as per direction and satisfaction of Engineer in Charge. |
| 34 | GI Pipe 20mm Dia (LC) |
| 35 | GI Pipe 25mm Dia (LC) |
| 36 | GI Pipe 32mm Dia (LC) |
| 37 | GI Pipe 40mm Dia (LC) |
| 38 | GI Pipe 50mm Dia (LC) |
| 39 | GI Pipe 65mm Dia (LC) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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