Water Resources Department-WRD has published Repairs Of Cross Regulator Structure Of Right Bank-Left Bank Canal, Construction Of Protection Wall In Selected Portion On Left- Right Bank Canal, Repairs Of Outlet Structures At Ch 860, 1200 M Of Right Bank Canal, Repairs River Escape Structure At Ch.. Submission Date for this Tender is 23-01-2024. Wall Construction Tenders in nashik Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling the old lime concrete or cement concrete including stacking the material with all lifts etc.complete as directed. |
| 2 | Item No. 2 Excavation in all kinds of Soft strata ( Soil, Hard Murum, Soft Rock) including boulders upto 0.6 m diameter ( 0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankmentincluding cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and all lifts as directed |
| 3 | Excavation in hard rock of all toughness by ordinary blasting methods including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling /pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour,levelling bed etc., complete with lead upto 1 km and all lifts as directed. |
| 4 | Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed. |
| 5 | Providing and laying in situ cement concrete of grade M-10 of trap/ granite / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed.a) M-10 (20 MSA) (Cement 4.40 bags/Cum) |
| 6 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 7 | Providing and laying in situ cement concrete of grade M 20 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Batching Plant and Transit mixerincludingcentering,shuttering ,scaffolding, compacting, curing etc. complete with all lifts etc. complete as directed. (A) M-20 (20 MSA) (Cement 6.60 bags/Cum) |
| 8 | Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed. c) 900 mm dia |
| 9 | Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with all lifts as directed. c) 900 mm dia |
| 10 | Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed. e) 600 mm dia |
| 11 | Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with all lifts as directed. e) 600 mm dia |
| 12 | Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of following diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by GOI and GOM in all respect etc. complete as directed. f) 450 mm dia |
| 13 | Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour, aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing, curing etc. complete with all lifts as directed. f) 450 mm dia |
| 14 | Manufacturing with QAP, fabrication, erection, commissioning & testing with 125 % of rated capacity of Screw stem hoist consisting of Screw stem, Nut, Gear Pinion, Worm wheel, Shaft, Keys etc. All material used shall conformed to IS Codes specified in IS 11228.Mild steel confirming to IS 2062. Other Material includes C.S. (IS1030), P. Bronze (IS 305), Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints).The tolerances between Components & assembly Shall confirm to IS 4623.the fits and tolerances between the bronze bushing & hub shall be H7r6 (Interference fit) & with pin shall be H7f7 (Clearance fit) and for antifriction bearings with hub shall be H7 (Interference) & antifriction bearing with pin shall be r6 (Interference ) as per IS 4623. It includes all materials, Labour charges, machining and machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177. |
| 15 | Back filling up to ground level behind the canal structures etc. complete with suitable material of approvedquality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed. |
| 16 | Providing casing embankment using selected pervious material from approved borrow areas (Private land- contractor"s own material) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
