Tender For 9. Repair To K.T. Weir At Veer Sonarbaug Tal Purandar Dist Pune -- 1 Item.No.(1) Dismantling R.C.C. works and removing the stuff to a distance of 15 m and all lifts including stacking etc. complete as directed. 2 Item.No.(2) Excavation in all kinds of soil including boulders up to 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 / embankment 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 lifts as directed. 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 drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment 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 lifts 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 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 lifts 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 including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and all lifts as directed. 6 Item No. (6) Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening, drainage and all other ancillary operations etc complete 7 Item No. (7) 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 with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. (A) M-15 (20 MSA) (Cement 5.64 bags/Cum) 8 Item No. (8) 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 downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Concrete Mixer including shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. (A) M-20 (20 MSA) (Cement 6.60 bags/Cum) 9 Item No.(9) : Providing, Cutting, bending, hooking, laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed. 10 ItemNo (10):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. 11 Item No. (11): Providing and fixing ISMC 100*130*6 mm. As per design and drawing with fixing necessary holdfast cutting, bending ,welding etc. complete with all leads and lifts. 12 Item No. (12): 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. 13 Item No. (13): 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. 14 Item No. (14):Providing and fixing in position Guard Railing as per Drg. No. 15 Type Cdt. 20-4-79, with 3 rows of 50 mm dia.G.I. pipe 30 cm apart and fixed in M.S. channels of section 125x65x6mm spaced 2.5C/c 1:2:4c.c. bedding of size 45x30cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. 15 Item No. (15) : 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 enameled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non peal able 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. 16 Testing Charges for Fine Aggregate 17 Testing Charges for Coarse Aggregate 18 Testing Charges forcement 19 Testing Charges forSteel 20 Testing Charges forConcrete
