Tender For Restoration Of Rain Damage To Various W.S.S. Under Jsv Section Nainikhad In G.P. Tunuhatti,Gadana,Balera,Jiunta And Tappar In Tehsil Dalhousie & Bhattiyat Distt Chamba ( H.P.) (Sub-Head:-Laying ,Jointing And Testing Of G.I. Pipe At Various
Tender Value
69.43 Lakhs
Estimated cost
Bid Submission
23 Jul 2026
1 days left
EMD
1.82 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 W.S.S. Under Jsv Section Nainikhad In G.P. Tunuhatti,Gadana,Balera,Jiunta And Tappar In Tehsil Dalhousie & Bhattiyat Distt Chamba ( H.P.) (Sub-Head:-Laying ,Jointing And Testing Of G.I. Pipe At Various Dia, Construction Of Intake Chamber , & Reinforced Cement Concrete Pillars Etc.) 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 | Laying, jointing and testing 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. |
| 3 | 15mm dia ( Light Class) |
| 4 | 20mm dia (Light Class) |
| 5 | 25mm dia ( Light Class) |
| 6 | 32mm dia (Light Class) |
| 7 | 40mm dia (Light Class) |
| 8 | 50mm dia (Light Class) |
| 9 | 65mm dia (Light Class) |
| 10 | 80mm dia (Light Class) |
| 11 | 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. |
| 12 | 15mm dia |
| 13 | 20 mm dia |
| 14 | 25 mm dia |
| 15 | 32 mm dia |
| 16 | 40 mm dia |
| 17 | 50 mm dia |
| 18 | Providing and fixing of Gun metal peet/gate valve of superior quality ISI at various RD's to stop leakage /replacement damaged fitting for improvement of quality/quantity of water complete in all respect within all lead lifts as per the direction of Engineer -in- Charge. |
| 19 | 15mm dia |
| 20 | 20 mm dia |
| 21 | 25 mm dia |
| 22 | 32 mm dia |
| 23 | 40 mm dia |
| 24 | 50 mm dia |
| 25 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 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. |
| 26 | 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. |
| 27 | 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:- |
| 28 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 29 | 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. |
| 30 | 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. |
| 31 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 32 | 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. |
| 33 | 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:- |
| 34 | 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. |
| 35 | 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. |
| 36 | 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. |
| 37 | Providing and fixing steel fiver reinforcement cement concrete (SFRC) man hole cover and frame conforming to I.S. 12592 (Part-1) 1998 with latest amendsments 560mm internal diametre should not be less than 100 KG. within all leads and lifts as per the direction of Engineer-in -Charge. |
| 38 | Supplying, installation ,testing and commissioning compact flow measuring device for low water yield natural spring at remote locations in hilly area to measure flow rate up to 200 liters/minute including communication of flow rate data to web based server with low/high flow rate alerts through SMS/WhatsApp including daily, monthly reports download in desired format. It includes 230V/12V operated remote terminal unit to collect data directly from remotely installed single/ multiple devices or from RF/ loRa signal boosters, through RF/lora communication and upload to the web server. This device should be suitable for potable water and all its allied acessories shall be of food grade quality duly supported by certification .The measuring device and communication device should be battery powered of enough capacity to power the system for minimum 3 years without replacement and Installation of flow measuring device for low water yeild natural spring/water source at remote locations in hilly areas including transportation to the site connecting with existing inlet and outlet pipe line with required suitable fittings etc.complete as per direction of Engineer-in-Charge. |
| 39 | Removal and Cleaning of all type concrete/masonry surface sludge slurry by tharoughly brooming with wire brush & surface grinder to the ploster peelings algae dirt and all foreign material consolidated on surface complete within all leads and lifts as per the direction of Engineer-in -Charge. |
| 40 | Chiseling and Drilling of all wall and base joints inside water tank to remove fatigued surface and capillaries leading water seepages.ng coved surface on entire base and wall joints inside tank area for leakage protection and strengthening application of plaster LITE URP 301 compound on entire surface area after removal of fatigued concrete to a minimum thick of 20mm on entire tre of tank Developing coved surface (gola formation) on entire wall and base joints for additional strengthening against Laying of fiber mesh on complete surface of tank for making it leak proof repairing base of tank with reendow plug compound complete lead and lifts as per the direction of Engineer-in-charge |
| 41 | Water proofing and seepage protection cementations elastomeric food grace coating to be done on entire inner surface area of storage wo layers system, one coating layer to be perpendicularly coated on the second layer after drying of final layer buffer layering me at wall and base area jointing tub provide additional coating strength. Application of forsoor priming agent followed by eting the entire surface for leakage protection after Microncreting the entire surface is coated with Forroc Rendroc plug for water tightning to concrete as per the direction of Engineer-in-charge to concrete os ner the direction of Engineer-in-charge |
| 42 | 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. |
| 43 | 25mm dia ( Light Class) |
| 44 | 32mm dia (Light Class) |
| 45 | 40mm dia (Light Class) |
| 46 | 50mm dia (Light Class) 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 · 1 dayJul 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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