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| 1 | Cleaning,cutting thorny shurbs bushes grass as directed with 15 m lead and lift up to 1.50 m |
| 2 | Dismantling R.C.C.works and removing the stuff to a distance of 15 m lead and all lifts including stacking etc.complete as directed. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | Excavation in Hard Rock oh all toughness including boulders up to 0.6 m diameter (0.113 cum) for canal, cut off trench of embankment, filter drain / catch water drains and other appurtnant structures by control blasting method including control of vibration by use of delay detonators and control of fly rocks by muffling arrangements and adopting only jack hummer for drilling holes |
| 8 | 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 |
| 9 | Providing and laying rubble soling below foundation in layers including filling with rubble chips,murum etc.complete as directed. |
| 10 | Drilling 35 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.. |
| 11 | 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. (M 15 40 Msa) |
| 12 | 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. (M 15 20 Msa) |
| 13 | 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. |
| 14 | Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material 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 up to1 km for watering and 6m lift. |
| 15 | Providing casing embankment using selected pervious material from approved borrow areas 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 % or as stipulated using vibratory compactor etc. complete with lead up to 1 Km and 6 m lift. |
| 16 | Providing and constructing 300 mm thick dry rubble stone pitching using stones and stone chips from localy available, excavated materials including labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. |
| 17 | Providing and constructing 300 mm dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc. complete with lead up to 50 m and all lifts excluding royalty of material. |
| 18 | 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. |
| 19 | Curved Needle K.T.Weir Gate - 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 | Providing & fixing in postion jungle wood needels including providing, spreding, scarping, two coats with coaltar as diercted etc. complete |
| 22 | Providing and laying expansion / construction joint with shalitex super expansion pad (jute fiber) 12 mm thick including sealing the joint with shalitex sealing compound etc. complete as directed (For all slab thickness). |
| 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 | Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.Item / Page No : 4 / 0Additional Specifications : 1. The amount of laboratory testing charges will be paid to contractor only after submission of the original receipt from the Vigillence and Quality Control Office with the name of work mensioned on it.Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand1 Test per Sourcewater 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 |
