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| 1 | Clearing cutting throny hrubs bushes, grass to a distance of 15 m. and 1.50mtr. Lead & lift upto 1.50m. |
| 2 | Excavation in all kinds of soil, soft murum, incl boulders upto 0.60m diametre (0.113cum.) for canal,seating of emabankment, filter drain/catch water drains etc.. And placing the ecaxavated material neatlyy in dump area or for formtion of service road as directed incl. cost of ll materials. machinery, labour, dressing bed nd sides to required level and profile etc. comp. with lead up to 15m and lift 6.00m etc. comp. |
| 3 | Excavation in hard murum, incl boulders upto 0.60m diametre (0.113cum.) for canal,seating of emabankment, filter drain/catch water drains etc.. And placing the ecaxavated material neatlyy in dump area or for formtion of service road as directed incl. cost of ll materials. machinery, labour, dressing bed nd sides to required level and profile etc. comp. with lead up to 15m and lift 6.00m etc. comp. |
| 4 | Excavation in soft rock without blasing incl. boulders upto 0.60m diametre (0.113cum.) for canal,seating of emabankment, filter drain/catch water drains etc.. And placing the ecaxavated material neatlyy in dump area or for formtion of service road as directed incl. cost of ll materials. machinery, labour, dressing bed nd sides to required level and profile etc. comp. with lead up to 15m and lift 6.00m etc. comp. |
| 5 | Excavation in hard rock of all toughness by blasing incl. boulders above 0.60m diametre (0.113cum.) minimising damaging to side slopes of excavation in water prism area by adopting any one or combination of line drilling/ pre spiltting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as dircted incl. cost of all materials machinery , labour ,levelling bed etc. comp. with lead upto 15m and lift upto 6.00m |
| 6 | Providing 1.50m depth Drilling grout holes of 50 mm.dia. and fixing anchoring bars of 25mm dia. of 2.00m in length in foundation etc. comp. |
| 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 considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m. |
| 8 | Provding & laying in position M.S. reinforcement of various dia. Incl. cleaning cutting, cutting, bending, hooking, binding with binding wire etc. comp. (TMT bars 12mm) |
| 9 | Providing structural steel work in single stanchions composed of R.S.J. Channel etc.with caps,bases,mild stee lplated,angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication,hoisting,erecting fixing in position,making riveted/ bolted/welded connection and one coat of anticorrosive paint and over it two.coats of oil painting approved quality and shade etc. complete. |
| 10 | Manufcturing and fixing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.5M- 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, 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. |
| 11 | Dewatering during excavation & concreting period by using oil engine of 5.00 H.P. incl. cost of fuel etc. comp. |
| 12 | Constructing embankment for hearting zone with selected material from borrow area incl. transportation the material with alead of 15m. & lift upto 1.50m. Laying ilayers levelling apreading breaking clods, including watering consolidation etc. comp. forcoffr dam at U/S side work site for carring out excavation & conrete work. |
| 13 | Constructing embankment for casing zone with selected material directly from available material of excavation incl. conyeing the material with a lead of 15m. & lift upto 1.50m. Laying in layers levelling spreading breaking clods, including watering consolidation etc. comp. after completion of concrete work of bandhara. |
| 14 | Providing and Laying of Quarry Spalls of approved trap stone quality of specified thickness including hand packing etc. complete as per specifications & approved drawing as directed with lead of 50m and Lift of 1.5m etc. complete. A) From borrow area |
| 15 | B) Available from excavation |
| 16 | Providing & fixing name board of size 90x60cm prepared on 16guage M.S. sheet with angle iron frame of size 25x25x3mm incl. painting with one coat of zinc cremite stoving primer and two coats of Green white back ground and back side grey stove enamelled, bounded with red Retro Reflective sheet Engineering grade border/Letter/Numrals/ Arrows coated with non peelable crystal clear peotective cost retaining 100% reflection inc. two angles iron post of size 50x50x5 mm of 3.65mtrs. long inflated at bottom drilled on topn and painted in white and back nbands of 25cm. With 4 nos. high strength G.I. bolts and nuts of size 10mmDia. and 20mm. Long sheet and ngle iron posta in one place without joint incl. fixing in ground with c.c. 1:4:8 block of size 60cmx60cmx 75cm as directed. wording as directed incl providing & fixing m.s. sheet of 16 B.W.G. provided on m.s. angle of 50x50x6 m.m. with m.s. flat braces of 25x6 m.m.incl. applying anticarrosive paint , lettering with wording as directed etc. comp. Please Enable Macros to View BoQ information |
