Making Cross bundh at RD 496050 and Cut at RD 496250 of Rajasthan Feeder

Cement concrete lining 10 cm thick or less for irrigation channels, using cement concrete 1:2:4 M15

Dressing of side slope and Preparation of sub grade for lining

Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal up to 450 mtr including 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 lead

Earth work undressed for laying on Bed,side slopes, inner slopes, left and right side bank dowels and outer slopes of channels including breaking of clods, all leads & lifts, loading & unloading, carriage with lead more than 450 m compensation of earth & royalty etc. complete in all respect as per drawings, design, specifications & the instructions of the Engineer incharge .(Lead 1.65 km i/c 1st 0.5km and last 0.15 km katcha)

Rehandling of E/work mechanically item no 6.19

Extra for compaction of E/work i/c watering ,laying and rolling to specifications

Filling empty cement Bags with 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 .

Laying E.C bags filled with c.concrete 1:3:6 i/c sewing and laying in position within 30 mtr complete in all respect (Under Water)

Laying E.C bags filled with c.concrete 1:3:6 i/c sewing and laying in position within 30 mtr complete in all respect (Dry)

Dismantling cement concrete 1:3:6 E.C bags on D/S of bundh and from both sides of cut before & after i/c loading & unloading, crriage and disposal of dismantled material with all lifts and lead

Providing Tractor 24 H.P. for running 4” x 4” pumping set for open dewatering (Item 25.6)

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 Depth from 0 to 1.50 Meters

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 Depth exceeding 1.50 meters But up to 3.00 meters.

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 Depth exceeding 3.00 meters. But up to 4.50 meters.

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 Depth exceeding 4.50 meters But up to 6.00 meters.

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 Depth exceeding 6.00 meters But up to 7.50 meters.

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 for Side Slopes

Supply and laying second layer of filter material with graded gravel 5 to 20 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 for Side Slopes

Supply and fixing in side slopes 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 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.

Supply and laying of HDPE Geomembrane 750 Micron thickness textured type for Side slopes as approved by engineer in charge pasting on both faces,, including laying in position,anchorage, carriage to site, jointing/welding etc. complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge .

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge In Bed & Curved Portions

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. In side slopes up 2.0 to 3.50 Mtr. Height

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. In side slopes from 3.50 Mtr. to 5.50 Mtr. Height

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. For S.F Coping

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. In Bed & Curved Portions upto 2.0 Mtr. Height

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. In side slopes up 2.0 to 3.50 Mtr. Height

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. In side slopes from 3.50 Mtr. to 5.50 Mtr. Height

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 and transported 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 thick 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 and inserting PVC water stop seals ( excluding cost of PVC seals) for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing, complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge. In side slopes from 5.50 Mtr to 7.50 Mtr. Height

Providing and laying (in position) design mix concrete M-20 ( using cement content not less than minimum cement as specified in IS 456:2000), manufactured in fully automatic batching plant and transported 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 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 and inserting PVC water stop seals ( excluding cost of PVC seals), supply and application of primer for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing,Supply of Fe-500 grade high yield strength deformed steel bars of 12 mm dia as per IS 1786-2008 for RCC works, bending,binding and placing in position in bed and side slopes of lining i/c loading & unloading & carriage of stell to site of work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.In Bed & Curved Portions upto 2.0 Mtr. Height

Providing and laying (in position) design mix concrete M-20 ( using cement content not less than minimum cement as specified in IS 456:2000), manufactured in fully automatic batching plant and transported 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 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 and inserting PVC water stop seals ( excluding cost of PVC seals), supply and application of primer for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing,Supply of Fe-500 grade high yield strength deformed steel bars of 12 mm dia as per IS 1786-2008 for RCC works, bending,binding and placing in position in bed and side slopes of lining i/c loading & unloading & carriage of stell to site of work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.In side slopes up 2.0 to 3.50 Mtr. Height

Providing and laying (in position) design mix concrete M-20 ( using cement content not less than minimum cement as specified in IS 456:2000), manufactured in fully automatic batching plant and transported 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 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 and inserting PVC water stop seals ( excluding cost of PVC seals), supply and application of primer for joints,supply, carriage, all leads and lifts,loading and unloading of all materials, curing,Supply of Fe-500 grade high yield strength deformed steel bars of 12 mm dia as per IS 1786-2008 for RCC works, bending,binding and placing in position in bed and side slopes of lining i/c loading & unloading & carriage of stell to site of work complete in all respect, as per drawings, design, specifications & the instructions of the Engineer incharge.In side slopes from 3.50 Mtr. to 5.50 Mtr. Height

Dismantling cement concrete 1:2:4 on Bed of Cut including loading & unloading, carriage and disposal of dismantled material with all leads & lifts.

Any Other Item(CSR+SP)

THE TH COOPERATIVE L/C SOCIETY LTD