|
| 1 | Exvavation in all kinds of Soils & Soft murum including boulders up to 0.6 m dia.(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 as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. |
| 2 | Exvavation in Hard Murum including boulders up to 0.6 m dia.(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 as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and 6 m lift. |
| 3 | 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 6m lift. |
| 4 | Excavation in Hard Rock all toughness including by breaker 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 6m lift. |
| 5 | Dewatering by pumping out water collected with 10 to 19 H.P.Diesel & Electrical pumps incl. cost of material machniery ,labour,providing sump and all other ancillary operations whenever necessaryetc completeas directed |
| 6 | Providing and laying rubble soling below foundation in layers including filling with rubble chips,murum etc.complete as directed. |
| 7 | Drilling 32 mm. dia. for anchoring in rock and fixing 25 mm. dia. steel anchor exclud.cost of grouting & anchor bar including flushing the hole,conveying all machinary,eqipment & necessary watering complete. |
| 8 | Providing and laying in situ cement concrete of grade M-15 (20 msa) 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. |
| 9 | Providing and laying in situ cement concrete of grade M-20 (20 msa) 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. |
| 10 | 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. |
| 11 | Providing and fixing150 mm dia GI Medium pipe of following class and dia.incl. all taxes and giving hydralic test etc complete MJP DSR 23-24 |
| 12 | Providing and fixing H D P E Pipe of following class and diameter incl all taxes & giving hydralic test as per specification Etc complete.(110 mm dia) Mjp DSR 23-24 |
| 13 | Providing and fixing H D P E Pipe of following class and diameter incl all taxes & giving hydralic test as per specification Etc complete.(160 mm dia) Mjp DSR 23-25 |
| 14 | Providing and supplyinf of ElectroFusion fitting in acordance with BSEN 1220 in presser retting SDR 11with min PN 12.5 Couplers 110 mm dia MJP DSR 23-24 |
| 15 | Providing and supplyinf of ElectroFusion fitting in acordance with BSEN 1220 in presser retting SDR 11with min PN 12.5 Couplers 110 mm dia MJP DSR 23-25 |
| 16 | Providing and fixing Air Valve of following class and diameter incl all taxes & giving hydralic test as per specification Etc complete.(25 mm dia) MJP DSR 23-24 |
| 17 | Providing and fixing sluice Valve of following class and diameter incl all taxes & giving hydralic test as per specification Etc complete. Sluice valve - 150 mm |
| 18 | Providing Fixing 110 MM Diameter pvc Pipe 4 kg/cm2 including all taxes and giving satisfactory hydrolic testing etc. complete MJP 23-24 |
| 19 | Manufacturing with QAP & fabrication of KT weir needle gates - curved type size 2.15 x 0.5M- 74 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. |
| 20 | Providing & fixing M.S.channel for K.T. weir Gate as per requriment a grooves in concrete includ.fastening, errecting in proper line,levelin grooves includ. cutting,welding with ncy.centering complete. |
| 21 | Back filling up to ground level behind the canal structures ect complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc complete as directed. |
| 22 | Back filling up to ground level behind the canal structures ect complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc complete as directed. |
| 23 | Providing and fixing canal information board of 1.2m X 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35X35X 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 50 X 50 X 5 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. |
| 24 | water Absorption ,Specific gravity, Impact Value, Crushing Value |
| 25 | Sieve analysis |
| 26 | Fineness modulus (Sieve analysis),Silt & clay content test of fine aggregate . |
| 27 | Compressive strength of C.C.Cube (set of 3 cubes) |
| 28 | Royalty charges sand |
| 29 | Royalty charges other Please Enable Macros to View BoQ information |
