Water Resources Department Tender

Flank dressing to proper camber including all labour charges, T & P, B & O.C. Workers Cess etc. complete as directed by the Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect as directed by the Engineer-in-charge.

Providing and applying tack coat using 3.0 Kg of bitumen for 10 Sqm on prepared surface of granular base including cleaning of road surface and heating bitumen to required temperature, conveying and applying hot bitumen with all leads, lifts and delifts including cost, conveyance etc. of bitumen and fuel, all labour charges, hire and running charges of tar boilers and all other T & P articles, B & O.C. Workers Cess etc. complete in all respect as per specification and as directed by the Engineer-in-charge.

Providing and laying bituminious macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade level and alignment and rolling with smooth sheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for road & bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect as directed by the Engineer-in-charge.

Providing and laying semi dense bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) with all leads, lifts & delifts including cost, conveyance, royalty, EMF, DMF & Additional Charges taxes etc. of all materials, all labour charges, T&P, hire and running charges of all machineries, B & O.C. Workers Welfare Cess etc. complete in all respect as directed by the Engineer-in-charge.

Collecting & supplying of good quality of moorum and laying sub-base in road surface in layers not exceeding 10.0cm including watering and compaction by PRR to the required density in O.M.C. with all leads, lifts & delifts, all labour charges, T&P, hire and running charges of all machineries including cost, conveyance and royalty, EMF, DMF & Additional Charges taxes etc. of all materials, B & O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge.

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 with all leads, lifts, delifts including dressing and leveling the bed to design section and disposal of excavated materials for filling in river bank portion 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 with all cost, conveyance, labour and cess and , taxes of all materials etc. complete as per the approved drawing, design, 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 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 in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties, DMF, EMF & additional charge, taxes of all materials 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 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. l with all leads, lifts and delifts including cost, carriage, royalties, DMF, EMF & additional charge, taxes of all materials 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.

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 in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties, DMF, EMF & Additional charge, taxes of all materials 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.

Rigid smooth centering and shuttering for R.C.C. works / mass concrete including false works and dismantling them after casting with all leads, lifts & delifts including cost, conveyance, taxes etc. of all materials, all labour charges, T&P, B & O.C. Workers Welfare Cess etc. complete as directed by the Engineer-in-charge. (For Plinth band)

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 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 etc complete as per design, drawing and direction of the Engineer-In-charge.

Rough stone dry packing in aprons and revetments to designed thickness and slope using 15 cm to 30 cm size hard broken granite stone 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 all cost, labour, conveyance and all leads and lifts, royalty, DMF, EMF, Additional charges, cess, T&P, taxes of all materials etc complete in all respect as per drawing, 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 etc complete as per direction of the Engineer in charge.

Providing , laying and fixing in position of RCC hume pipe of 2.5m long & 1000 mm dia spun pipes NP3 class conforming to ISI standard with collar joints filled in cement mortar (1:3) with necessary twisted and coal tarred hempyarn including caulking and finishing the same, as per approved drawing including all cost, conveyance , cess and all other taxes of all materials required for the work including cost & conveyance of spun pipe including all labour charges for loading, unloading, curing and laying in position, T&P with all leads, lifts and delifts of all materials dewatering if any including making the coffer dam if required as per the specification and direction of Engineer-in-Charge.