Tender For Regarding Of Rcc Drain Between Sail Yard Road Junction And 132Kv Road Junction In Port Area

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Tender For Regarding Of Rcc Drain Between Sail Yard Road Junction And 132Kv Road Junction In Port Area; 1 Earthwork in excavation in Soft/Loose soilsover areas (exceeding 30cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 m and disposed earth to be levelled and neatly dressed etc., as requied and as directed by the Engineer-in-charge, complete. 2 (a) lift upto 1.5 m, 3 (b) Extra for every additional lift of 1.5m or part thereof in soft/hard soil 4 Earth work in surface excavation not exceeding 30 cm In depth but exceeding 1.5m in width as well as 10 m2 on plan including disposal of excavated earth upto 50 m lead and lift upto 1.5 m disposed soil to be levelled and neatly dressed etc., as required andas directed by the Engineer-in-charge, complete. 5 Supplying and filling in plinth/ foundations with crusher dust under raft/floors including watering, ramming, consolidating and dressing etc. as required and as directed by theEngineer-in-charge,complete. All Labour and materials 6 Plain Cement Concrete 1:4:8 nominal mix (using 170kg of cement per m3of finished concrete) using 40 mm graded granite metal of approved qualityas coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete.All labour and materials. 7 RCC M 30 mixin column footings, strip footings, raft foundations, plinth beams, bed blocks, cellular raft, plinth courses and similar types of works etc., using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping and or vibrating, finishing, curing, form work, cost of superplasticizer etc., as required and as directed by the as directed by the Engineer-in-charge complete all labour and material but excluding cost of reinforcement. 8 RCC M30 mix forRCC piles,water tank walls and similar types of works using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating, finishing, curing, cost of super plasticizer etc., includind necessary shuttering etc., as requiredand as directed by the Engineer-in-charge, complete. All labour and materials, but excluding cost of reinforcement. 9 RCC M-30for pre-cast units using 20 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing, cost of super plasticizer etc., including necessary boxing as required, transportation to any where in Port area by lorry or other means upto and including 5 KM. lead handling, loading, unloading by Mechanical means (i.e. by crane) lifting and placing in position etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials but excluding cost of reinforcement. 10 Supplying, placing and maintaining in position Ribbed Tor Steel or Mild Steelreinforcing bars varying from 6 mm. to 40 mm. dia including straightening, cutting, bending, tying grills with annealed steel binding wire of 18 gauge (1.22 mm. dia) including cost of binding wire, transportation to site etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials. 11 Filling with available excavated earth (excluding rock) in trenches, plinth sides of foundations etc., in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m. and lift up to 1.5m. etc., as required and as directed by the Engineer-in-charge complete 12 Supplying of EX-200 Excavator at site of work for excavation / levelling and removing debris etc., with fuel, operator charges, incidental charges, hire charges and transporting the equipment to the site of work. All labour, equipment, fuel and spares etc., as required and as directed by the engineer in charge complete. (Payment will be made for number of hours worked at site only) 13 Bailing out water from foundations/pipe line trenches with oil Engine driven pump sets including hire charges, fuel charges and wages for the driver and helper etc., asrequired and as directed by the Engineer-in-charge, complete. 14 Dismantling RCC/PCC to the required lines and levels by using mechanical equipment of jack, hammer including necessary compressor equipment, cutting bits, fuel, operator charges, tools etc., or any other equipment machinery and removing the debirs with a lead of 50 m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as directed by the Engineer-in-charge complete. 15 Providing shoring and strutting for foundations/pipe line trenches single staging upto 2.5m etc., as required and as directed by the Engineer-in-charge complete. 16 Plain cement concrete 1:3:6 nominal mix (using 220 kgs of cement per m3 of finished concrete) using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating or tamping, finishing, curing etc., including form work (boxing) in bed blocks, plinth courses and similar types of works etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. 17 Plain cement concrete M 30 mix using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping or vibrating, finishing, curing etc., including necessary form work (boxing) etc., as required & as directed by the engineer in charge complete. All labour and materials. 18 Supplying structural steel such as MS angles, channels etc,transporting to site including loading, unloading etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. 19 Fabricating, welding & riveting or bolting steel built up sections, trusses and framed work including cutting, drilling holes, hoisting, fixing in position and applying a priming coat of red oxide paint etc., as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding cost of steel 20 Dismantling existing PSC B.G. Track laid with 52 Kg / 90 R rails including removing all rails, PSC sleepers, fittings, fastening etc., including stacking the released rails, sleepers and fittings etc., within a lead of 30 m at nominated place or yard, lift etc.as required and as directed by the Engineer-in-Charge, complete under traffic working conditions including tools, plant and labour charges only. 21 Linking of B.G.track with 60kg/52Kg/90R rails on new Prestressed concrete sleepers with M+7 density with grooved rubber pads, M.S.liners and elastic rail clips including spreading of concrete sleepers, pairing and seating rails, bolting joints and fixing with liners and elastic rail clips to the gauge, slewing to the alignment, levelling etc., including all leads and lifts, tools and plant etc., as required and as directed by the Engineer-in-Charge, complete (labour charges only.) 22 Supplying and stacking of machine crushed granite metal ballast of 50 mm size at site of work along permanent way tracks as required and as directed by the Engineer-in-Charge, complete with all leads and lifts. All labour and materials. 23 Spreading ballast of granite metal along and across the p-way tracks within a lead of 50 m and lift of 2 m. Under traffic working conditions including tools etc., as required and as directed by the Engineer-in-Charge complete. Labour charges only. 24 Packing B.G railway track of pre-stressed concrete sleepers with metal ballast / gravel / crushed dust including lifting the track in stages so as to keep a ballast cushion of 25cm deep underneath the sleepers and packing the sleepers below the rail seat, slewing to the alignment 2nd packing throughout the length of the sleepers, slewing to the final alignment, to the required cant, gauge, level, picking up slacks, boxing and dressing etc., as required and as directed by the Engineer-in-Charge complete under traffic conditions including plant, tools and labour charges only. 25 a)First Packing. 26 b)Second Packing 27 c)Third Packing 28 Packing B.G. Railway track of Pre-stressed concrete sleepers with metal ballast / crushed dust including 15 cm lifting and packing rectifying minor alignments, through packing the sleepers to the required level, picking up slacks, boxing and dressing including removing of vegetation on both sides of the track to a distance of 0.75 m from the edge of ballast / crushed dust etc., as required and as directed by Engineer-in-Charge complete under traffic working conditions including tools & plant and labour charges. 29 Hacksaw cutting of 52kg / 90 R rails including positioning and stacking of cut rails including labour, tools and plant etc.,as required and as directed by Engineer-in-Charge complete. 30 Transportion ofdebris / excavated earth upto a lead of 10 km including stacking, loading and unloading and levelling the unloaded materials at a place of unloading as required and as directed by theEngineer-in-chargecomplete. 31 Transportion ofdebris / excavated earth upto a lead of 5 km including stacking, loading, unloading and levelling the unloaded materials at a place of unloading as required and as directed by theEngineer-in-chargecomplete.