Tender For Repairs To Dw At Nigade Mosetal. Velhe pune - Clearing ,cutting thorny shrubs, bushes,mooley hills etc. in a nalla and drain width includingalllifts and lead upto all leads and liftsand depositing as directed. 2 Item No 2:- Excavation inall kinds of Soils & soft murumincluding boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavatedstuff neatly in dump area or for formation of service road/ embankment as directed including cost of all materials ,machinery,labour, dressing bed andsides to required level and profile etccomplete with lead upto 15 m and 6m lift . 3 Item No 3:-Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 4 Item No 4:- Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lift as directed . 5 Item No 5:-Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lift as directed . 6 Item No 6:-Drilling 32 mm dia grout holes in concrete /rock by percussion drilling using jacks hammer as directed to specified depth for consolidation/contact grouting including cost of allmaterial,machinery,labour,cleaning holes ventilation,lighting drainage & all other ancillary poeration etc complete. 7 Item No 7:- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, undations, 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. 8 Item No 8:- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 1.0 km. and all lift as directed (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) 9 Item No.10: Manufacturing with QAP & fabrication of KT weir needle gates - straight type size 2.15x0.5M-94Kg. Weight as per relevant Indian Standards with all material, Mild steel conforming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, machinary charges, 1km lead charges of transportation, loading and unloading charges of gate parts at site, Inspection and 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. 10 Item No.11: Fixing of M.S. Needles in weir openings after offset of the monsoon for storage of Water from post monsoon river flow and making it water tight by using wooden pegs, Dungy cloth & empty cement bags etc. with all leads & lifts and including all material and labour etc. complete as directed. (For 07 Nos.) 11 Item No.12: Removing M.S. needles from the K.T. Weir opening before onset of the monsoon for Passing the flood water through the K.T. Weir openings including conveying the same up to the river banks, stacking the same with all leads and lifts etc. complete as directed. 12 ItemNo 13:Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed 13 Item No 14:-Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. 14 15.Charges for Laboratory Test required during work - 16.Concrete Cube Compressive/Split tensile strength( 7 days 3 Cubes and 28 days 3 Cubes) 15 16.Charges for Laboratory Test required during work - Steel ( Tensile strength, % , Elongation, Yield Stress, Weight- Per Meter,Bend/ Rebend Test, Proof Stress.) 16 17.Charges for Laboratory Test required during work - Cement Stanadard Consistency ,Setting Time ,Specific Gravity&Compressive Strength 17 18.Charges for Laboratory Test required during work - Coarse Aggregate Sieve Analysis,Water Absorption & Specific Gravity , Flankness Index and Crushing Value 18 19. Charges for Laboratory Test required during work - Fine Aggregate Finess Modulus , Silt & Clay Content
