Tender For Construction Of Additional Work At Flow Irrigation Scheme Ghulanu At Village Ghulanu, G.P Nawahi, Tehsil Sarkaghat, District Mandi (H.P.)
Tender Value
2.66 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
6 days left
EMD
5400
Bank guarantee accepted
Document Fee
1500
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 Construction Of Additional Work At Flow Irrigation Scheme Ghulanu At Village Ghulanu, G.P Nawahi, Tehsil Sarkaghat, District Mandi (H.P.)
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing of cement concrete manually/ by mechanical means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 2 | Excavation work by mechanical means ( Hydraulic excavator) manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm. On plan), including, dressing of sides and ramming of bottoms, lift upto 1.5 mtr. , including getting out the excavated soil and disposal of surplus excavated soils as directed , within a lead of50 mtr. within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 5 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. |
| 6 | Retaining Walls, Return Walls, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. |
| 7 | Extra Allowance for formwork in concrete lining in: |
| 8 | Bed complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. |
| 9 | In sides complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. |
| 10 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 11 | Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 12 | Providing cement concrete lining 15 cm thick or less for irrigation channels, using cement concrete 1:2:4 (1 cement2 sand :4 stone aggregate 20 mm nominal size) in: |
| 13 | Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 14 | Side slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 15 | Cement concrete flooring 1:2:4(1 cement :2 coarse sand :4 graded stone aggregates) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 16 | 20 mm cement plaster of mix, complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 17 | Dismantling of old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 mtrs. |
| 18 | Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : |
| 19 | All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 20 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 21 | Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 23 | Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 24 | Providing Laying, jointing and testing in trenches (to level or grade) G.I. pipes of following dia (M class) conforming to IS:1239-2004(Part - I ) (latest upto date amendments) of grade and wall thickness as specified below, suitable to withstand required hydraulic test pressure in randum length 4 m-6 m with plain ends and jointed with MS Flanges for 1% of length conforming to IS:6392-1971 (latest upto date amendments) and welding of flanges as per IS: 816-1969 with electrodes as per IS:814-1991 including required number and size of MS nuts and bolts as per IS 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3.00mm in thickness as per IS:2712-1998. & butt welded joints. The welding of flanges to be done on both faces in two layers on outer face & one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-Charge. The laying of Pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of Engineer-in-Charge including entire carriage of materials upto all leads and lifts. (Earth work in trenches, butt welding will be measured and paid for seperately) |
| 25 | 80 mm Dia GI Pipe (M Class) |
| 26 | Providing circumferential butt welded joints by electrical arc welding to GI pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 27 | 80 mm Dia GI Pipe (M Class) |
| 28 | Providing, laying, jointing, commissioning & testing in trenches HDPE pipes of following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints by hydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducers etc. confirming to IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions. Flanging of the pipes shall be made as & where required. Jointing shall be confirming to IS code 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating/plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts & bolts. All manufacturing maerial used shall be in accordance to IS 4427-2007 (latest revision) with 100 % virigin pre-compounded or natural PE resin. Jointing shall be complete in all respects i/c testing at site upto entire satisfaction of the Engineer-in-Charge. For Approved makes as per the list Enclosed in bidding Document Page No. CF-8. |
| 29 | 90 mm dia HDPE pipe (PN 4.0, PE 80) |
| 30 | Providing and fixing of 75 mm hydrant with main or submain line including HDPE Riser 75 mm double threaded PN-6.0, 75 mm PP ball valve, bend, male female coupler threaded PN-6.0, service saddle PN-6.0 and elbow bend with steel clamp complete in all respect and jointing by butt fusion process (as per requirement of main & sub main line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. |
| 31 | For Distribution System 90 mm dia HDPE pipe |
| 32 | Restoration chrges for road crossing as per HPPWD Norms for digging of mettlaed and tarred road with bituminous macaddam.complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.( Road Crossing in G.I Pipe) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysJul 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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