Water Resources Department Tender

Laying and fixing in position of 150 mm dia R.C.C. spun pipes NP-2 specification jointed with cement mortar (1:3) )including all cost, conveyance, taxes, royality, labour cess etc. complete as directed by the the Engineer-in-charge.

Cement Concrete work of M15 using 20mm and down graded size CBHG chips including mixing with concrete mixture with cost, conveyance, royalty of all materials, cost of labour, cess, hire & running charges of all machineries etc. complete & 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 including cost ,conveyance, royality of materials,taxes,labour, cess, hire & running charges of machineries etc. complete as per direction of Engineer-in-charge.

Collecting, supplying and laying moorum in layers not exceeding 100mm watering & compacting to the required dencity in O.M.C. with PRR including cost and conveyance of moorum including cost ,conveyance & royalty of materials, taxes, labour, cess, hire & running charges of machineries etc. complete as per direction of Engineer-in-charge.

Providing and fixing of bi-directional retro reflective raised pavement marker (R P M) of approved colou,r quality & make confirming to ASTM D-4280 made from injection moulded high impact polymer including cleaning and preparation of surface and fixing at position with approved quality adhesive including cost and conveyance of all materials with all labour, T & P, sundries & including all taxes etc complete as directed by the Engineer-in-charge.

Filling the foundation and plinth with excavated materials including watering and ramming including all cost and conveyance of all materials with all labours, hire and running charges of all machineris, T&P, all taxes, labour cessetc complete as directed by Engineer-In Charge

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading including cost ,conveyance & royalty of materials, taxes, labour, cess, hire & running charges of machineries etc. complete as per direction of Engineer-in-charge.

Earth work in ordinary soil in embankments, roads, etc. maximum laboratory dry density not less than 1.44Gm/1.52Gm/1.65Gm per cubic centimeter in road embankments respectively upto 3m/more than 3m high and top 0.5m below sub-grade level within 50m initial lead and 1.5m initial lift from approved borrow pits away from the toe of the final section of the road embankment bottom of the pit not being cut by an imaginary line having a slope 1:4 projected from the edge of the final section of the bank including rough dressing and breaking clods maximum 5cm. to 7cm and laying in layers each layer not exceeding 23cm in depth upto required level including removal of roots, shrubs, bushes and all foreign debris from the earth and benching the old embankment, sectioning and cambering the earth work and coveyance of all material. T & P articles required for the work complete in all respect as per specification of work and direction of the Engineer-in-charge and to be measured on section measurement after compaction under O.M.C. conditon (100cum) including cost of controlled compaction with P.R.R. watering upto O.M.C. and confirming to approved specification including hire and running charges of PRR including all cost and conveyance of all materials with all labours, hire and running charges of all machineris, T&P, all taxes, labour cess

Filling in foundation and plinth with sand watered and rammed below bed including cost, conveyance, royalty, taxes and labour charges, cess & T & P etc complete and as per the direction of the Engineer-in-charge.

Excavation of any approved type of soil in approved borrow area by mechanical means loading in to & transportation by mechanical means & unloading the soil within the lead of 3 km on properly & scientificaly approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering & compaction with sheep foot roller & dozers but excluding watering & compaction in canal bank for all heights including & construction, maintenance, watering & lighting of haul road & borrow area, cost of all labour, hire & running charges of machineries, cess, royalty, T & P. etc. complete as per direction of Engineer-in-charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition.)

Providing and applying tack coat with bitumen Emulsion using bitumen emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Rev) including cost ,conveyance of materials, taxes, labour, cess, hire & running charges of machineries etc. complete as per direction of Engineer-in-charge.

Supplying and fixing of 15 cm diameter 1.00 m long guard posts of cement concrete (1:2:4) with hard granite chips including cost of all reinforcement , conveyance of all materials with all labour, T & P including all taxes etc complete as directed by the Engineer-in-charge.

Providing weep holes in Brick masonary/Plan/Rainforced Concrete abutment, wing wall/ Return wall with 50mm dia P.V.C. Pipe, extending through the full width of the strutures with slope of 1V:20H to-wards drawing face etc. complete as per drawing & technical spacification including cost ,conveyance & royalty of materials, taxes, labour, cess, hire & running charges of machineries etc. complete as per direction of Engineer-in-charge.

Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries, cost of labour, cess etc. complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition.)

Providing & laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. including cost of all materials, taxes, cess, conveyance, T & P etc. complete as per direction of the Engineer-in-Charge. (The finished surface to be level, uniform)

Providing and applying Prime coat with bitumen Emulsion using bitumen emulsion pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Revision). including cost ,conveyance of materials, taxes, labour, cess, hire & running charges of machineries etc. complete as per direction of Engineer-in-charge.

Earth work in excavation in Ordinary soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth including cost of all labour, cess, T & P etc. complete as per direction of Engineer-in-charge.