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| 1 | Dismantling cement concrete 1:3:6 coping on left and right side bank of Sirhind Feeder/Rajasthan Feeder including loading & unloading, carriage and disposal of dismantled material with all leads & lifts. |
| 2 | Dismantling existing tile lining on side slopes and bed of Sirhind Feeder/Rajasthan Feeder including loading, unloading, carriage and disposal of dismantled materials with all leads and lifts. |
| 3 | Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal up to 450 mtrincluding cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads. |
| 4 | Silt clearance of channels undressed and disposal of the same complete in all respect,as per instructions of the Engineer incharge including all leads & lifts, loading & unloadingat proper place to be arranged by the agency/contractor himself. |
| 5 | Excavation in soil (any type) using hydraulic excavator CK 90 excavation with hydaulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes,in accordance with requirements of lines grades and X-sections including all lifts and combined leads upto 30 mtr. |
| 6 | Rehandling of Earth work with average lead 15 metres complete in all respect, as per instructions of the Engineer incharge.NOTE: The work may be executed manually or by machinery. |
| 7 | Extra for dressing of earth work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . |
| 8 | Extra for dressing of dowels complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 9 | Extrafor laying earth as per specifications for compaction in 200 mm layers & compacted to about 150 mm, watering, rolling and compaction to achieve maximum DBD of 98% at optimum moisture content including dessing complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 10 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge i)Depth 0 to 1.50 Meter |
| 11 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge ii) Depth exceeding 1.50 meters But up to 3.00 meters. |
| 12 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iii) Depth exceeding 3.00 meters. But up to 4.50 meters. |
| 13 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge iv) Depth exceeding 4.50 meters But up to 6.00 meters. |
| 14 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing complete in all respect, as per instruction of Engineer in charge v) Depth exceeding 6.00 meters But up to 7.50 meters. |
| 15 | Dressingand preparation of sub grade (in earth work)for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge i) Bed |
| 16 | Dressingand preparation of sub grade (in earth work)for lining complete in all respect, as per drawings, design, specifications & the instructions of the Engineer in charge ii) Side Slopes |
| 17 | Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed |
| 18 | Supply and laying first layer of graded filter with coarse sand, F.M. 1.5 or above against sub grade or in damaged portion/patch including loading, unloading and carriage of coarse sand from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes |
| 19 | Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of materialfrom approved quarry, grading of material and compactionin bed, side slopesetc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge i) Bed |
| 20 | Supply and laying second layer of filter material with graded gravel 5 to 20 mm including loading, unloading and carriage of materialfrom approved quarry, grading of material and compactionin bed, side slopesetc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge ii) Side Slopes |
| 21 | Supply and laying of HDPE Geomembrane 750 Micronthicknesstextured type for Side slopes as approved by engineer in chargepasting on both faces,, including layingin position,anchorage, carriage to site, jointing/welding etc. complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge . |
| 22 | Supply and laying of HDPE Geomembrane 750 Micronthickness for Bed as approved by engineer in chargepasting on both faces,, including layingin position,anchorage, carriage to site, jointing/welding etc. complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge . |
| 23 | Filling expansion joints with special impervious hot pour 12.5mm wide |
| 24 | Supply of PVC water stop 150X10 mm for use in construction jonts, complete in all respects as per drawings, design, specifications and the instructions of the Engineer in charge. |
| 25 | Supply and fixing in bed PVC Pressure Relief valve in plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 430 mm and strainer pipe of nomial dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge. |
| 26 | Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge i) In bed & curved portion. |
| 27 | Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge ii) In side slopes up to 3.50 Mtr Height. |
| 28 | Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge iii) In side slopes from 3.50 Mtr. to 5.50 Mtr Height. |
| 29 | Providing and laying (in position) design mix concrete M-15 using Cement content not less than minimum Cement as specified in I.S.456:2000manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge iv) In side slopes from 5.50 Mtr. to 7.50 Mtr Height. |
| 30 | Providing and laying (in position) design mix concrete M-15 (using cement content not less than minimum cement as specified in I.S.456:2000)manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 150mm thickincluding cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing, complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge,Coping. |
| 31 | Providing and laying (in position) design mix concreteM-20using Cement content not less than minimum Cement as specified in I.S.456:2000 for reinforced concrete lining manufactured in fully automatic batching plant andtransported to site of work in transit mixer having continuous agitated mixer, manufactured as per mix design of specified grade and laying the same with mechanical concrete paver or by other means(wherever laying of concrete with paver is not possible) for cement concrete lining 100 mm thick in bed, bed curve and side slopes including cost of admixtures in recommended proportions as per IS-9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability including cost of cutting grooves andinserting PVC water stop seals (excluding cost of PVC seals) Supply and application of primer for joints,supply, carriage, all leads and lifts,loading and unloadingof all materials, curing,supplyof Fe-500 grade high yield strength deformedsteelbars of 12 mm dia as per IS 1786-2008 for RCC works,bending, binding and placing in position in bed and side slopes of liningincluding loading & unloading andcarriage of steel to site of work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 32 | Manufacturing and laying on bed, sides & curved portion, precast cement concrete sleepers of M-15 concrete, 225 mm wide & 110 mm thick and upto 600 mm length including supply, carriage, all leads and lifts,loading and unloadingof all materials,curing,complete in all respect,as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 33 | Providing safety ladders on side slopes of lining in cement concrete M-15 includingfixing iron rungs 25 mm diameter of steel having anti-corrosive properties supported with 10 mm dia longitudinal bars, dismantling of existing lining, excavation of earth and disposal of earth and dismantled material with all leads & lifts at disposal site to be arranged by agency himself, including supply and carriage of cement at site of work, supply & carriage ofsteel,bending, binding and placing in position , supply & carriage of coarse sand and shingle from approved quarry & curing complete in all respect, as per drawings, design, specifications & the instructions of the Engineerincharge. |
| 34 | Making dewatering arrangements inclusive of running, operation and maintenance of equipment to provide dry condition at working place for lining, longitudinal /transverse drain etc & provision of digging & filling ofdrains for disposalof water as per the instructions of the Engineer incharge. The rate shall be inclusive of filter material, if required, to be provided to prevent fine particles in the adjecent ground to be carried away by flowing water and to prevent clogging of the system. Note:- The dewatering executed during delayed period of execution beyond the construction schedule shall not be paid when delay is attributable to the contractor. |
| 35 | Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering |
| 36 | Providing & Filling expansion joint with gun grade polysulphide sealant of size 12mm*12mm on top with base of backer rodsincluding primer complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 37 | Providing and fixing distance marks complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge . |
| 38 | Jungle clearance on running canal with discharge more than 9 Cum/s. Heavy |
| 39 | Supply and fixing in side slopesPVC Pressure Relief valvein plate & socket type design having zero backwater leakages with housing pipe of nominal outer dia 160 mm (working presure 0.4 MPa), having length of 750 mm and strainer pipe of nominal outer dia 110mm (working presure 0.6 MPa), complete in all respect as per design, drawing & specifications & the instructions of the Engineer incharge.The rate shall be inclusive of dismantling existing lining(if required), excavation of PRV side pocket and disposal of dismantled material/earth with all leads and lifts, supply, carriage, loading & unloading, laying & compaction etc. of filter material consisting of sand and gravels complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 40 | Making drainage arrangements behind lining by excavating longitudinal drains of trapezodial section in the bed of channel and disposal ofearth with all leads & lifts, loading & unloading, dressing the bottom and sides of the drain, and the items given below complete in all respects as per drawings, design, specifications & the instructions of the Engineer incharge : i) Providing andlaying of filter materialfor drains consisting of coarse sand of FM 1.50 or above, gravelsof nominal size 5-20 mm and 20-40 mm including carriage, loading & unloading, grading, laying and compaction.ii) Providing and laying perforated PVC pipe of nominal outer dia 160 mm (working pressure 0.6 MPa)into drains for all depths with correct alignment, gradient, levels, cutting & jointing etc including fixing in position PVC tees, cross, cap and other requiredfittings for PVC pipesincluding all materials, carriage,loading, unloading and all leads & lifts etc. |
| 41 | Making Drainage arrangements behind lining by excavating transverse drains of trapezoidal section in the bed of channel and disposal of earth with all leads & lifts loading &unloading dressing the bottom and sides of the drain and the items given below complete in all respects as per drawings design specification & the instructions of the Engineer incharge.i)Providing and laying of filter material for drains consisting of 200 gsm. Geo textile and gravels of nominal size 20-40 M.M including placing, anchorage of Geo-textile, carriage, loading and unloading, grading and compaction.ii)Providing and laying perforated PVC pipe of nominal outer dia 160 mm (working pressure 0.6 MPa) in drains for all depths with correct alignment, gradient,levels, cutting and jointing etc. including fixing in position PVC tees.cross cap and other required fitting for PVC pipe including all materials, carriage loading , unloading and all lead & lifts. |
| 42 | Fillingempty cement Bagswith good earth & laying in position in water conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge . |
| 43 | Fillingempty cement Bagswith good earth & laying in position in Dry conditions including supply & carriage of E.C. Bags & good earth and cost of material such as string, etc complete in all respect as per drawing, design, specifications and as per instructions of Engineer in charge . |
| 44 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 45 | Supply and laying of filter material with graded gravel 5 to 40 mm including loading, unloading and carriage of material from approved quarry, grading of material and compaction in bed, side slopes etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge. |
| 46 | Filling Stones or spalls into crates and Hand Packing including cost of Boulder stone (Weight 18-40 Kg. and with weight upto 18Kg. Not exceeding 10% of total quantity of Boulder Stone) Carriage of Boulder stone from quarry site to site of work including loading, unloading. |
| 47 | Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh i/c supply and carriage of MS Annealed wire. |
| 48 | Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. |
| 49 | Any Other Item(CSR+SP) |
