Water Resources Department Tender

Construction of road embankment with approved earth obtained from borrow pits with all leads and lifts, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet the requirement of table 300-2 and Clause 305 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 excluding GST etc.complete as directed by the Engineer-in-charge. (Measurement shall be taken on 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 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 excluding GST, 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 excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Providing and laying granular sub-base including preparing admixture of moorum and sand of approved quality, 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 Vibratory Roller with sufficient number of passes for each layer including hire and running charges of VRR with other machineries and T&P etc complete cost , conveyance, royalties,DMF,EMF & additional charge and all other taxes, cess of all materials excluding GST to the site of work, all leads, lifts , delifts, labour , T&P and supervision charges complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section).

Providing, laying, spreading and compacting I.R.C. Grade-I stone aggregate (of size 90mm to 45mm) confirming to sieve analysis as per specification and moorum of approved quality at work site away from trafficable berm free from weathered skin surface for road work in regular interval including conveying from stacks spreading metal and moorum for IRC grade-I metalling in even layers to an uniform thickness comapacted to 100mm required density as per clause 404 of MoSRT&H specification for Road & Bridge works ( 4th revision ) and packing the voids with small stones and hand packing the same to the proper camber and grade filling the interstics by spreading moorum over the metal surface including watering rurf edging and consolidation with PRR 8-10 Tonnes with sufficient number passes for each layer including hire and running charges of PRR and all other machineries and T&P required for the work cost of watering and carriage of water including cost, conveyance, royalties,DMF,EMF & additional charge and Workers Welfare Cess with all leads, lifts, all labour etc. required for the work complete in all respect, but excluding GST as per specification and as per the direction of the Engineer-in-charge.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 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, but excluding GST as directed by the Engineer-in-charge.

Cleaning the existing granular base surface including removal of binding materials and other foreign materials with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment etc. with all labour, T&P, supervision charges and all taxes, cess, excluding GST etc all complete as per specification and direction of the Engineer-in-Charge.

Clearing the existing black topped surface including removal of binding materials and other foreign materials with wire brushes and small picks, removal of foreign materials with brooms or soft bushes and finally dusting with old gunny bags and / or compressed air to receive bituminous including all cost materials, T&P, labour, taxes of all materials excluding GST, cess etc complete as per direction of the Engineer in Charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.60 kg /sqm using mechanical means as per clause 502 of MoSRT&H specification for road and bridge works (4th revision) with all cost,conveyance, labour, T&P and Workers Welfare Cess etc. complete, but excluding GST as per direction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg per Sqmt on the prepared surface of bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H specification for road and bridge works (4th revision) with all cost,conveyance, labour, T&P and Workers Welfare Cess etc. complete, but excluding GST as per direction of the Engineer-in-charge.

Providing and laying Bitumen Machadam with Hot Mix Plant using crushed aggregates of Grading-II (19 mm nominal size) of 50 mm thick , premixed with bituminous binder of 60/70(VG-30) penetration grade of bitumen, transporting from the hot mix plant to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty, DMF,EMF,additional charges, excluding GST etc complete as per direction of Engineer-in Charge.

Providing and laying Semi Dense Bitumonouse Concrete of 25 mm thick with Batch type Hot Mix Plant using crushed stone aggregates of Grading-II (10 mm nominal size) , premixed with bituminous binder of 60/70(VG-30) penetration grade of bitumen, transporting the from hot mix plant to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per , clause 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty, DMF,EMF,additional charges, excluding GST etc complete as per direction of Engineer-in Charge.

Providing & laying cement concrete conforming to M15 grade in approved surface using 40 mm & downgraded black hard granite crusher broken stone aggregates and sharp sand of approved grading from approved quarry for CC work conforming to specification, mixing by concrete mixture means including hoisting and laying concrete in position, compacting with vibrator, with all leads, lifts, delifts for mixing concrete including royalty,DMF,EMF,Additional charge with all taxes of all materials excluding GST as applicable & cess including dewatering by suitable means, supplying T&P, curing for specified days by suitable means with supervision charges with cost of construction and dismantling of gangway and scaffolding, chute with all materials, approach road, diversion road, site illumination, hire and running charges of machineries required for the work as per approved drawing and specification etc complete with all cost incidental to the work as directed by 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 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 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, but excluding GST as per the approved drawing, design, 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, but excluding GST as per direction of the Engineer in charge.