Tender For Construction Of Flow Irrigation Scheme Padhar To Aarang At Village Padhar, Sanwad,G.P Sanwad, Tehsil Padhar, District Mandi (H.P.)
Tender Value
36.16 Lakhs
Estimated cost
Bid Submission
17 Apr 2023
0 days left
EMD
62000
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
padhar → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction of Flow Irrigation Scheme Padhar to Aarang at Village Padhar, Sanwad,G.P Sanwad, Tehsil Padhar, District Mandi (H.P.)
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and 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 leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 2 | 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 theEngineer-in-Charge. |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 4 | Foundations, footings, bases for columns, mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 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 | Columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 7 | 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 theEngineer-in-Charge. |
| 8 | Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) in retaining walls, return walls , walls (any thicknessincluding attached plasters , columns, piers, abutments, pillars, post , struts buttresses, string aur or lacing courses, parapets, coping , bed blocks , anchor block plain windows sills , fillets sunken floors etc.up to five level , excluding the cost of centering , shuttering and finishingcomplete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 9 | Providing and laying cement concrete work1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two levelcomplete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 10 | Providing and laying cement concrete work1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : All work up to plinth level.complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 11 | Providing and laying cement concrete work1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets, sunken floor etc., up to floor five level,excluding the cost of centering, shuttering and finishing.complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 12 | Providing and laying in positionreinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : |
| 13 | 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 theEngineer-in-Charge. |
| 14 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 15 | Stone/ Boulder filling behind the Retaining wall , also under floor and upstream of i/ gallery/ under floor etc.complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 16 | 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 theEngineer-in-Charge. |
| 17 | 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 theEngineer-in-Charge. |
| 18 | Providing and fixing CI Sluice Valve of following dia & class of Leader / Kartar / Kirloskar make with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 19 | 80 mm dia , PN-1.0 ( 10.2 kg/cm2 ) |
| 20 | 125 mm dia , PN-1.0 ( 10.2 kg/cm2 ) |
| 21 | Providing, laying, jointing, commissioning & testing in trenchesHDPE pipesof following diameters & classes as per IS 4984 (1995) and jointing the pipes with push type compression joints byhydraulically operated machines, butt fussion welding & electro fusion welding machines i/c necessary fittings, bends, tees, unions, flanges, collars & reducersetc. confirming to IS 8360 & IS 8008with 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 theEngineer-in-Charge. |
| 22 | 90 mm dia HDPE pipe (PN 4.0, PE 80) |
| 23 | 110 mm dia HDPE pipe (PN 4.0, PE 80) |
| 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 endsand 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 than3.00mm 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 5822-1994and 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 | 100 mm Dia GI Pipe (M Class) |
| 27 | 125 mm Dia GI Pipe (M Class) |
| 28 | 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 electrodesof 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. |
| 29 | 80 mm Dia GI Pipe (M Class) |
| 30 | 100 mm Dia GI Pipe (M Class) |
| 31 | Providing and weldingM.S. flanges @ 1% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end GI pipe in requsite number of layers on both faces to make the joint leak proof (The cost of providing and laying of GI pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 32 | 80 mm Dia GI Pipe (M Class) |
| 33 | 100 mm Dia GI Pipe (M Class) |
| 34 | 125 mm Dia GI Pipe (M Class) |
| 35 | Painting two coats with ready mixed red oxide zinc chromate paint of approved brand with priming coat & manufacturer on steel galvanized iron/ steel workscomplete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 36 | 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 theEngineer-in-Charge. |
| 37 | Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 38 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 39 | 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 respectand 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 theEngineer-in-Charge. |
| 40 | For Distribution System 75 mm dia HDPE pipe |
| 41 | For Distribution System90 mm dia HDPE pipe |
| 42 | For Distribution System 110 mm & 90 mm dia HDPE pipe |
| 43 | Restoration charges for digging of metalled road & shoulder including getting permission from concerned authority & repair the same complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
AI Tender Summary
Tender Timeline
Apr 04, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 17, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 18, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender