Construction of C.C. Lining work to Daha Left Distributary from RD 650 m to 7500m under Daha Irrigation Project.

Clearing and grubbing proposed embankment land including uprooting rank vegetation, grass, bushes, shurbes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlire and disposal of top organic material not exceeding 150 mm in thickness including unserviceable materials to be used or auctioned with all leads, lifts & delifts on premeasurement including all cost of labour, T&P, cess etc complete excluding GST as per direction of the Engineer in charge.

Earthwork in excavation of foundation, loading, unloading and carriage by mechanical means of all kinds of soil including ordinary soil, hard soil , stony earth, gravel and moorum etc interspread with boulders up to1/2 cum size for base stripping including dressing and leveling the bed to design section and disposal of unutilized excavated soil away from work site in the specified spoil yard with all leads, lifts and delifts, including dewatering if any shoring, shuttering and propping of bullah piles trimming of slopes and bed including all cost of labour, T&P, cess etc complete excluding GST as per the approved drawing, design and specification and direction of the Engineer in charge.

Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF, additional charges & cess, taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Collecting supplying and stacking good quality of moourm of PI Value more than 06 and sand from approved quarry of approved quality free from organic materials for road work for sub-base away from the trafficable berm in regular interval for regular box heaps of 1.5mx1.5mx0.44m to be measured as one cum including preparing of admixture of moorum and sand in proportion (70%moorum and 30%sand) conveying from stack and spreading the admixture in sub-base of road in layers not exceeding 225mm depth watering including cost carriage of water and compacted to required density in OMC condition to proper camber and grade with PRR with sufficient number of passes for each layer including hire and running charges of PRR with other machineries including cost, conveyance, royalty, DMF, EMF, additional charges and all other taxes, cess T&P etc complete excluding GST complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section)

Earth work in excavation of foundation in all kinds of soil including stoney earth and gravel mixed with boulders not exceeding 0.014 cum in volume, D.I.Rock & slushy soil including dressing and leveling the bed to design section and disposal of excavated materials with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water including all cost, conveyance, labour and cess and taxes of all materials excluding GST, etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement Concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete and placing in position for structures etc. with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required including cost, carriage, royalty, DMF, EMF, additional charges,Cess and taxes of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 25N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture mixing with concrete mixers and placing in position for structures etc. with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture mixing with concrete mixers and placing in position for structures etc., with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Providing and laying C.C. M-15 grade using 20mm and down graded size hard granite crusher broken coarse aggregate for concrete lining Cast in situ to the bed and slopes of canal with sleeper beams, keys etc.in pannels including supply of all materials ,labour and machineries compacting with space vibrator or manually and finishing the concrete surfaces with Paver Finisher including trimming and dressing of canal bed and slopes including cutting trenches for sleeper beams,keys and drainage etc., including watering and compaction of slopes and bed with hand rammers to proper profile and supplying and laying polythene film of 100micron complete, with all leads, lifts and delifts including dewatering, mixing with concrete mixers and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Reinforcememnt Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete and placing in position for structures etc., with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge.