|
| 1 | Earth work in excavation of foundation in all kinds of soil including stoneyearth and gravel mixed with boulders not exceeding 0.014 cum involume, D.I.Rock & slushy soil with all leads, lifts, delifts including dressing and leveling the bed to design section and disposal ofexcavated materials for filling in canal bank portionwith all leads, lifts and delifts including dewatering,shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with 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. |
| 2 | Filling and spreading of sand in foundation and plinth with good quality of sand of approved quality free from any objectionablematerials with al leads, lifts and delifts etc including well watered and rammed as per drawing & design by manual / mechanical means with cost, conveyance, royalty, cess, alltaxes of all materials, labour, t&P, excluding GST,etc complete as per specification and direction of the Engineer in charge. |
| 3 | Collecting, supplying & stacking good quality of moorum and sand from approved quarry of approved quality free from organic materials for sub-base of the canal at work site away from the trafficable berms in regular interval for pre-measurement in regular box heaps of 1.5cm x 1.5cm x 0.44m to be measured as one cum including preparing admixture of moorum and sand in proportion (60% moorum 40% sand) including conveying from stacks and spreading the admixutre in canal in layers not exceeding 225mm (compacted to 185mm thick) depth, watering including cost and carriage of water and T&P etc. complete including cost, conveyances, royalty, cess and all taxes of all materials excluding GST with all leads , lifts and delifts and all labour etc. required for the work complete in all respect and as per specification and as per the direction of the Engineer-in-Charge. |
| 4 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity 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. – 516using crusherbroken hard granitecoarse aggregate 40mm down graded and proportion as specified in I.S. 456code 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 surfaceand any other deleterious materials, uniform colour & texturewith mixing concrete in concrete mixer, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary 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 requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 5 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity 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. – 516using crusherbroken hard granitecoarse aggregate 20mm down graded and proportion as specified in I.S. 456code 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 surfaceand any other deleterious materials, uniform colour & texturewith mixing concretein concrete mixer, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary 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 requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge. (For wall lining) |
| 6 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2in design mix with minimumquantity 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. – 516using crusherbroken hard granitecoarse aggregate 20mm down graded and proportion as specified in I.S. 456code 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 surfaceand any other deleterious materials, uniform colour & texturewith mixing concretein concrete mixer, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherevernecessary 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 requiredetc completeas per the approved drawing, design, specification and direction of the Engineer-in-Charge. (For Slope lining) |
| 7 | Providing formwork for concrete withF1 finish for both face of c.c.wall, guard wall & structures etc, exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 8 | Providing rigidand smooth centeringand shuttering for RCC works / mass concrete including false work, dismantling and finishing them after casting including cost, conveyance, cess, all taxes and T&P with all labour & delifts including cost, including cost, conveyance, & taxes etc of all materials, all labour charges , T&P, cess excluding GST, wateringand curing, etc complete as directedby the Engineer in charge. |
| 9 | Supply and fixing bituminous expansion joint board of 12 mm thick of ISI standard in lining joints including bredzing/ araldite with cost, conveyance, royalty & taxes etc of all materials excluding GST, all labour, supervisioncharges , T&P,cess etc complete as directedby the Engineer in charge. |
| 10 | Providing weep holes in plain / reinforcedconcrete walls, abutment , wing wall / return wall / toe wall / retaining wall etcwith 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face completeas per approved drawingand technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the A.C. pipes with cost, carriage, royalties , cess, taxes of all materials,T&P , labour and supervision charges etc complete as per direction of the Engineer-in-charge & as per approved drawing, design and specification. |
| 11 | Filling foundation and plinth with good quality of excavated earth available from foundation excavation with well watered and rammed including all cost, conveyance, cess and taxes of materials excluding GST, labour charges and T&P etc complete with all leads, lifts, delifts etc as per specification and direction of the Engineer in charge. |
