Water Resources Department Tender

Item No. 3:- Providing and laying rubble soling below foundation in layers including filling with rubble chips ,murum with all lead and all lift as directed.

Item No. 4 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding by Batching Plant and Transit Mixer, shuttering, scaffolding, compacting, curing etc. with all lead and all lift as directed. M-15 (40MSA)

Item No 5 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for RCC works of retaining walls, piers, abutments, etc. with Batching Plant and Transit mixer including shuttering, scaffolding, compacting, curing etc. with all lead and all lift as directedM-15 (20MSA)

Item No 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 , taircase,newels,chajjas,lintels pardis, copings ,fins, archesetc. as per detailed designs,drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required completed with all lead and all lift as directed.

Item No. 7:- Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead upto1 km for water and with all lead and all lift as directed.

Item No. 8:- Providing cohesive non-swelling (CNS) material lining to canals using selected material from approved borrow area (Government acquired land) including cost of all materials, machinery, labour, spreading soil in layers of thickness not more than 150 mm including providing 20 cm or so (perpendicular to side slope) of extra pride ,removing pride just prior to the placement of lining, breaking clods, watering, compacting to density control of not lessthan 95 % of Proctor density, dressing to required profile including cost of water etc. complete with lead upto 1 km for water and all lifts as directed.

Item No. 9:- Providing and laying insitu M-15 (20MSA) (28days cube compressive strength not less than 15 N/sqmm) grade cement concrete with clean, hard, graded aggregates for canal lining for side and bed including cost of all materials,machinery ,labour, cleaning with batching plant and transit mixer placing in position ,finishing with all slope of canal including centering,scaffolding,formwork,compaction, curing, by cutting grooves, filling with sealing compound and providing porou splugs preparation of subgrade etc. complete with all lifts etc. complete as directed.Bed

Slope

Item No 10:- Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery,labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 % of Proctor density using vibratory compactor including cost of water etc., complete with all lead and all lift as directed.

Item No 11 :- Providing and Laying concrete pipes of I.S.NP.2 class of 300 mm diameter in proper line, level and slope including necessary collars, laying, fixing with collars in cement mortar 1:1 and refilling the trench etc. complete. with all lead and all lift as directed.

Item No 12 :- Providing R.C.C. pipe of NP3 class conforming to IS 458-2003 of following class and 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 with all lead and all lift as directed. (900mm)

Item No 13 :- Laying and jointing R.C.C. pipe of NP3 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 lead and all lift as directed.(1200mm)

Item No 14 :- Manufacturing with QAP, fabrication, erection, commissioning & testing of Gate leaf of Sliding type gate Consisting of following parts. Skin plate skeleton, End Verticals, Guide Brackets, vertical and horizontal stiffeners etc. (As per Drg.) All material used shall conformed to related IS Codes specified in IS 9349. Mild steel confirming to IS 2062.The tolerances for embeded parts and in components of gate are as per IS 9349. The tolerances between Bushing/Bearing /Pin Should confirm to IS 919 (Part I & II). Other Material includes C.S. (IS1030), Brass (IS 28), P. Bronze (IS 305), Al. Bronze (IS 318), S.S. (IS 6911), Rubber seal (IS 11855), Welding electrodes (AWS E6013 for general weld joints & E7018 for X ray quality weld joints). 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 .The gates shall be reasonably watertight. Leakage, if any, unless otherwise specified, shall not normally exceed 5 and 10 liter/min/m wetted length of periphery of the sealing surface, for medium and high head gates, respectively as per IS 9349 etc. complete with all lead and all lifts as directed.. A) M.S. Gate Size 300x300mm