Tender For Restoration Of Rain Damages To Water Supply Scheme Lehra Chahri In Gp Lower Rewalsar In Tehsil Balh Distt. Mandi (H.P). (Sh:- Connectivity Of Storage Tank To Distribution Lines I.E Laying, Jointing, Testing And Carriage Of Gi Pipes Of Vari
Tender Value
3.09 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
3 days left
EMD
6200
Bank guarantee accepted
Document Fee
350
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Restoration Of Rain Damages To Water Supply Scheme Lehra Chahri In Gp Lower Rewalsar In Tehsil Balh Distt. Mandi (H.P). (Sh:- Connectivity Of Storage Tank To Distribution Lines I.E Laying, Jointing, Testing And Carriage Of Gi Pipes Of Various Dia, Cutting And Welding Of Gi Pipes, Providing, Supplying And Fixing Of Gi Fitting Of Various Dia At Various Locations And Construction of Cement Concrete Boundary Wall In Up Side Of Source Intake Chamber From Rd 0 To 12 Mtr). Rs. 3,09,247 /- Only
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed with in all leads & lifts and shoring strutting, timbering and dewatering where ever required as per direction & entire satisfaction of the Engineer-in-Charge. |
| 2 | Providing & laying cement concrete 1:6:12 (1 cement : 6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge. |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) complete job in all respect with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 5 | Bolder filling behind breast wall complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge. |
| 6 | Cutting of GI pipe of various dia confirming to IS 1239-1990 (Part-II) one layer at various point with generator welding at site of work according to relevant BIS standards/approved specifications including carriage of material complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 7 | Welding of GI pipe of various dia confirming to IS 1239-1990 (Part-II) with Diesel Generator welding set at site of work according to site requirement in minimum three layer to make the joint leak proof according to relevant BIS standards/approved specifications including carriage of material and Die penetration test complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 8 | Laying, jointing, testing and Carriage of GMS tubes (Light Grade) in trenches including tube fitting such as bends, tees, air valves, unions and collars etc complete (Earth work to be measured and paid for separately) complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer- in- Charge. |
| 9 | 32 mm dia |
| 10 | 25 mm dia |
| 11 | 20 mm dia |
| 12 | 15 mm dia |
| 13 | Providing and fixing of Brass Wheel Valve (UNIK make) (Heavy Duty) ISI marked of following diameter mentioned below complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 14 | 32 mm dia |
| 15 | 25 mm dia |
| 16 | 20 mm dia |
| 17 | 15 mm dia |
| 18 | Providing and fixing of GI Union (Heavy Duty) ISI marked as per IS:1879:2010 (Third revision) (Malleable Cast Iron Pipe Fittings) with latest ammendments of following diameter mentioned below complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 19 | 32 mm dia |
| 20 | 25 mm dia |
| 21 | 20 mm dia |
| 22 | 15 mm dia |
| 23 | Providing and fixing of GI Elbow (Heavy Duty) ISI marked as per IS:1879:2010 (Third revision) (Malleable Cast Iron Pipe Fittings) with latest ammendments of following diameter mentioned below complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 24 | 32 mm dia |
| 25 | 25 mm dia |
| 26 | 20 mm dia |
| 27 | 15 mm dia |
| 28 | Providing and fixing of GI Socket (Heavy Duty) ISI marked as per IS:1879:2010 (Third revision) (Malleable Cast Iron Pipe Fittings) with latest ammendments of following diameter mentioned below complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 29 | 32 mm dia |
| 30 | 25 mm dia |
| 31 | 20 mm dia |
| 32 | 15 mm dia |
| 33 | Providing and fixing of GI Nipple (UNIK make) (Heavy Duty) ISI marked of following diameter mentioned below complete in all respect with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 34 | 32 mm dia |
| 35 | 25 mm dia |
| 36 | 20 mm dia |
| 37 | 15 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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