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| 1 | Survey and investigation of the system for finalization of revised LS and DS of the main canal, LS of the new drains to be excavated along the right bank, design of the additional structures, extension of the additional vents, preparation of drawings both in soft and hard copy(seven sets), calculation of quantity involved, etc. as per guide lines of CLSRP and recommendation of HLTC, fixation of bench mark pillars including marking of levels ,RD pillars, sign boards of the major structures and head regulators etc. complete and as directed by the Engineer-in-Charge. (Cross section of the existing main canal incorporating the revised levels at 15m interval in soil zones and at 3m interval in rock/D.I zones, the designs and drawings should be submitted in soft and hard copy for approval by the competent authority before commencement of the execution of the work. The work can only be taken up after approval of required designs and drawings) |
| 2 | Excavation in all kinds of soil including moorum, stoney earth, gravel etc. except all kinds of rock & boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas, benching in existing canal bank including rough dressing with all leads and lifts including use of the excavated useful materials in canal banking with compaction under OMC condition including construction, maintenance, watering and lighting of haul road etc. complete and as per the specification and direction of the Engineer-in-Charge. |
| 3 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing the excavated materials for reuse in outside of the canal banks including rough dressing and with all leads and lifts including use of the excavated useful materials in canal banking with compaction under OMC condition including construction, maintenance, watering and lighting of haul road etc. complete and as per the specification and direction of the Engineer-in-Charge. |
| 4 | Blasting hard and compacted sheet rock excluding sand stone measured in solid including jumping holes, cost of explosive fuse , detonator etc. staking the blasted debris clear of work site with all leads and lifts, making the useful quantity ready for reuse in canal works as directed by Engineer-in-Charge. |
| 5 | Excavation of any approved type of soil area by mechanical means loading into and transportation by mechanical means and unloading the soil with all leads and lifts on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering up to OMC condition and compaction with vibro-compactors for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. including royalty complete as per direction of Engineer-in-charge.(Borrow area is to be arranged by the executing agency at their own cost and risk). |
| 6 | Watering earth work upto OMC condition and compaction by sheep foot roller and dozers in layers not exceeding 22.50 cm to 95% dry density including hire and running charges of all machinaries complete as per direction of Engineer-in-charge. |
| 7 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth gravel and moorum etc. interspread with boulders up to ½ cum size with all leads, lifts and delifts including trimming of slope and bed to the design section and depositing the excavated materials on filling zones on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering up to OMC condition and compaction with vibro-compactors for all heights including construction, maintenance, watering and lighting of haul road etc. complete as per the direction of the Engineer-in-Charge |
| 8 | Filling in foundation & plinth with coarse river sand free from silt and debris well watered and rammed to proper thickness including cost, conveyance and royalty of all materials etc complete as directed by Engineer-in-Charge. |
| 9 | Providing and placing in position Gravel of approved quality well compacted on finished slope and bed of canal for filter drain as per approved drawing and specification and including cost, conveyance, royalty, taxes etc of all materials. Complete. as directed by the Engineer-in-charge |
| 10 | RCC Work with M 20 (A 20) with crushed granite coarse aggregate and down graded of approved quality free from weathered skin mixing concrete in batching plant, conveying the same by transit mixers and placing in position with all leads and lifts and vibrating the same by mechanical means including cost, conveyance, cess, royalty of all materials and labour etc. as directed by the Engineer-in-charge. |
| 11 | Form work for concrete in canal structure with F1 finishing using steel shutter plates of approved specification for surfaces not prominently or permanently exposed to public view including supply of all material, T&P, labour & transportation of all materials etc complete as directed by the Engineer-in-Charge. |
| 12 | Labour for straightening, cutting, bending binding, tying and laying the MS reinforcement for RCC work and placing in position including cost, conveyance, loading and unloading, taxes, of all materials and cess etc. complete as directed by the Engineer-in-charge. |
| 13 | Spreading of the mixer of Coarse sand and moorum of approved quality thoroughly mixed with required approved proportion on finished surface on slopes and bed of the canal as filter material including labour charges for mixing, cost, conveyance, royalties, taxes etc. complete as directed by the Engineer-in-charge. |
| 14 | Cement Concrete M 15 (A 40) with crushed granite coarse aggregate and down graded of approved quality free from weathered skin mixing concrete in batching plant, conveying the same by transit mixers and placing in position with all leads and lifts and vibrating the same by mechanical means including cost, conveyance, cess, royalty of all materials and labour etc. up to required period as directed by the Engineer-in-charge. |
| 15 | Providing and laying cement concrete of grade M15 (A-20) with crushed granite coarse aggregate and down graded of approved quality free from weathered skin, mixing concrete in batching plant, conveying the same by transit mixers and placing in position for Sleeper Beam and safety ladders with all leads and lifts and vibrating the same by mechanical means including cost, conveyance, cess, royalty of all materials and labour etc. up to required period as directed by the Engineer-in-Charge. |
| 16 | Providing and laying Cement concrete of grade M15 (A-20) with crushed granite coarse aggregate and down graded of approved quality free from weathered skin, mixing concrete in batching plant, conveying the same by transit mixers and placing in position for Concrete lining with paver finish to the bed and slope of the canal with all leads and lifts and vibrating the same by mechanical means including cost, conveyance, cess, royalty of all materials and labour etc. as directed by the Engineer-in-Charge. |
| 17 | Filling in foundation & plinth with excavated materials well watered and rammed to proper thickness including cost, conveyance, taxes, cess and royalty of all materials etc complete and as per the specification and direction of the Engineer-in-Charge. |
| 18 | Supplying , providing and laying crack inducing joint with all cost , conveyance, royalty, taxes and cess etc. of all materials and labour etc. required for the work complete as directed by the Engineer –in- charge. |
| 19 | Providing and painting one coat with approved primer and painting two layers of sealing compound etc. including cost, conveyance, labour etc. complete as per specification and direction of the Engineer-in-Charge. |
| 20 | Collecting, supplying, stacking and spreading 40mm to 20mm downgraded crushed hard granite chips filled for longitudinal drains with cost of materials, carriage, royalty, taxes and cess etc. including cost of labour etc. required for the work complete as per specification and direction of the Engineer-in-charge. |
| 21 | Collecting, supplying, stacking and spreading 10mm to 20mm downgraded crushed hard granite chips filled for longitudinal drains with cost of materials, carriage, royalty, taxes and cess etc. including cost of labour etc. required for the work complete as per specification and direction of the Engineer-in-charge. |
| 22 | Supplying, providing and laying 100mm dia perforated PVC pipe of approved quality in horizontal filter with cost, conveyance, royalty, taxes and cess of all materials and labour etc. required for the work complete as per specification and directon of the Engineer-in-charge. |
| 23 | Supplying, providing and laying 100mm dia non return pressure release valve of approved quality (ISI Mark) with cost, conveyance, royalty, taxes and cess of all material and labour etc. required for the work complete as per specification and direction of the Engineer-in-charge. |
| 24 | Supplying, providing and laying RCC cylindrical box for non-return pressure release valve of approved quality with cost, conveyance, royalty, taxes and cess of all material and labour etc. required for the work complete as per specification and direction of the Engineer-in-charge. |
| 25 | Labour for laying and fixing of RCC spun pipe NP3 150mm dia, 2.5 m long, including cost, conveyance, taxes and cess of all materials,labour, etc. complete and as per the direction of the Engineer-in-Charge. |
| 26 | R.R. stone masonry in cement mortar (1:6) in foundation & plinth including all cost, conveyance, royalty, taxes and cess etc. as directed by the Engineer-in-Charge.(the cost of departmental stone available in stock yard and recovered from excavation of hard rock from the canal shall be used in the work and the cost of same shall be recovered at the departmental issue price from the running bills) |
| 27 | Rough stone dry packing with approved quality stones of size 15cm to 30cm in aprons and revetments and in canal slope including cost, conveyance, royalty, cess and taxes etc. complete as directed by the Engineer-in-Charge.(the cost of departmental stone available in stock yard and recovered from excavation of hard rock from the canal shall be used in the work and the cost of same shall be recovered at the departmental issue price from the running bills). |
| 28 | Fine dressing and turfing with compacted dub grass of approved quality with all leads, lifts and delifts till green growth of turf etc. as per the direction of the Engineer-in-charge (the measurement will be taken for the satisfactory survival of the turf). |
| 29 | Clearing shrub jungles and uprooting stumps & bushes below 1.00 M girth and depositing the debris clear from the work site and as per the direction of the Engineer-in-charge. |
| 30 | Grouting aprons and revetments 23 cm deep with cement concrete (1:4:8) with 25mm and downgraded broken granite metal with all leads, lifts, cost, conveyance, royalty, cess and all taxes etc. complete and as per the direction of the Engineer-in-Charge. |
| 31 | Supplying and fixing M.S.Angle of required size as per drawing and design in concreting (cladding) of structures to be renovated as directed by the Engineer-in-Charge with cost of all materials, carriage, royalty, taxes etc including cost of labour required for the work complete and as per the direction of the Engineer-in-Charge. |
| 32 | Welding of rods to proper specification & strength including cutting and shaping the ends to receive the welding materials & cutting to proper size as requird for the work etc. Complete as per the direction of the Engineer In Charge. |
| 33 | Dismantling stone masonry in cement mortar for all heights including stacking the useful materials for reuse and removing the debris with all leads and lifts etc. complete and as per the direction of the Engineer-in-Charge. |
| 34 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris with all leads and lifts etc. complete and as per the direction of the Engineer-in-Charge. |
| 35 | Dismantling and removing RCC columns, beams, slab and staircase etc. including stacking the useful materials for reuse and removing the debris with all leads and lifts etc. compelte and as per the direction of the Engineer-in-Charge. |
| 36 | Providing weep holes in Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe,extending through the full width of the structure with slope of 1V:2H towards drawing foce. complete as per drawing and technical. including cost, conveyance , royalty and taxes of all materials etc complete as directed by Engineer-in-Charge. |
| 37 | 20 mm thick cement plaster 1:4 over stone works/old concrete surfaces with coarse river sand free from silt and debris including cost, conveyance and royalty and taxes of all materials etc complete as directed by Engineer-in-Charge. |
| 38 | Metal spall backing in the rear of well stening or weep holes of abutements and deep drains including cost, conveyance and royalty etc. complete as directed by the Engineer-in-charge. |
| 39 | Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) within 50m. Initial lead and 1.5m initial lift as per the direction and specification of the Deparment |
| 40 | The item rates indicated aove work inclusive of cost of all labour, materials,conveyence,taxes and royality(with EMF,DMF and additional charges) of materials,labour cess,here and running charges of all machineries and equipments and other incidental charges so as to complete the item in all respect as per specification and direction of Engineer-In-Charge.Accordingly the bidder has to quote the rates.The rate are exclusive of GST as applicable. Please Enable Macros to View BoQ information |
