Water Resources Department Tender

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 direction of the Engineer in charge.

Collecting and supplying of good quality of Moorum and sand for CNS layer & admixing moorum and sand of approved quality at 60 : 40 or any other proportion approved by the Engineer-In-Charge as per test results and laying CNS in surface in layers not exceeding 100 mm including watering and compaction by any other suitable compacting machinery to the required density in OMC with all leads ,lifts , delifts , all labour charges , T&P , cost and conveyance of all materials , royalty ,DMF,EMF, Additional Charges, hire charges of all machineries required for the work ,taxes of all materials excluding GST etc.complete as per specification and direction of the Engineer in Charge.

Cement concrete of design mix of M15 A40 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 in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF, Additional Charges 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 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 as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Cement concrete of design mix of M15 A20 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 with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF, Additional Charges, 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 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 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 for concrete lining to the bed and slopes of canal with sleeper beams, keys etc in panels 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 in batching plant, conveying the same by transit mixers and placing in position for structures & vertical wall lining and slope lining with paver finish to the bed and slope of the canal with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF, Additional Charges, 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 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 as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Reinforced Cement concrete of design mix of M20 A20 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 in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF, Additional Charges, 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 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 as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Reinforced Cement concrete of design mix of M25 A20 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 with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties,DMF,EMF, Additional Charges, 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 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 as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Providing reinforcement including cost of steel, overlaps of reinforcement, Labour charges for cutting, bending, lapping, welding etc of HYSD bars confirming to respective IS codes and specifications of tested and approved quality and jointing if necessary by lapping and tying the grills and placing in position in ties, chairs and spaces as required for fabrication and fixing of reinforcement for RCC works as per the approved design with all leads and lifts from bending yard to placement spot including cost and conveyance of steel bars of approved make and binding wire of 18 to 20 gauges etc complete. (Weight of binding wire has not been considered for payment, standard co-efficient of different sizes of the steel shall be considered and welding and lapping shall confirming to relevant clauses of I.S. code) including cost of all labours, cess, T&P and supervision charges, taxes of all materials and excluding GST etc complete as per design, drawing and direction of the Engineer-In-charge.

Providing formwork for concrete with F1 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.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with 45 mm metal providing over the entire surface behind abutment , wing wall , return wall with other machineries and T & P etc. Complete. with cost , conveyance , royalty, DMF, EMF, Additional Charges , all other taxes , and cess of all materials excluding GST to the site of work with alll leads , lifts, delifts , labour , T&P and supervission charges . Complete in all respects as per specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with excavated materials including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, cess, , taxes of all materials excluding GST, etc complete as per direction of the Engineer in Charge.

Rough stone dry packing in aprons and revetments to designed thickness and slope using Granite broken stone of size not less than 0.0025 Cum ( Stacked) of approved quality from approved quarry free from weathered skin and any other deleterious materials including filling the interstices with small stones, spalls etc and wedging with hammer and placing the surface to proper line and level, fixing key stones including dewatering if any, with cost of labour, T&P, conveyance and all leads and lifts, royalties,EMF,DMF,Additional Charge, cess, taxes of all materials excluding GST etc Complete in all respect as per drawing, specification and direction of the Engineer- in- charge.

Providing weep holes in plain / reinforced concrete walls, abutment , wing wall/ return wall, retaining wall etc. with 100 mm dia AC pipe, extending through full width of the structure with slope of 1V: 20 H towards drawing face. Complete as per approved drawing and technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the A.C pipes with all labour , T & P , cost, carriage, royalties , EMF,DMF,Additional Charge ,labour, supervision charges, cess, taxes of all materials excluding GST etc. and as as per the direction of the Engineer-in-charge.

Fine dressing of earth work in slopes including filling of rain cuts and slips with selected earth duly compacted and trimmed to the required profile and turfing the surface with best compacted dub grass sods 8cm to 10cm thick including collection & supplying the same and conveyance charges, royalty, Cess and taxes of all materials excluding GST with all leads, lifts and delfts by mechanical means including laying and trimming to form a level and compact surface in line with the slopes and grade of the canal section or earth embankment section of river including watering until the green growth of grass including mobilization and demobilization etc complete as per design, drawing and specification and direction of the Engineer-in-Charge. (Measurement will be taken after full survival of turf).

Providing and fixing 12mm thick bitumenous expansion joint board (I.S.I) in lining joints including cost of all materials complete including jointing sheets with bredzing/araldite etc. Complete in all respects with cost, conveyance,Taxes, all labour charges, T&P etc.excluding GST and as per the direction of the Engineer in charge.