Tender For Protection To The Left Bank Of River Hooghly For A Length Of 15 M Near Up-Stream Of Ghosh Bari, Mouza Badekalinagar, Word No. 16 Of Budge Budge Municipality, District-South 24 Pgs. During The Year 2025-26. - 1 Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed. (iii) 15 cm av. Diameter Note: Diameter of pile to be measured at a distance of 1.5m from the thicker end. 2 Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.(iii) 15 cm av. Diameter Note:1) Payment to be made on the length driven into the ground. Diameter to be measured at 1.5m. from the thicker end. 3 Earth work in excavation of foundation of structuresas per drawing andtechnicalspecification,includingsetting out, removing, spreading orstacking of spoils within a lead of 150 m. as directedand including trimming the sides of the trenches,leveling, dressing and ramming the bottom, andbackfilling with approved material complete as perdirection of the Engineer-in-Charge .In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means.a) upto 3 m depth (iv) Without pumping out water and shoring cum 4 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 5 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (a) 25 mm to 30 mm thick wooden shuttering without staging as per decision & direction of Engineer-In-Charge. 6 Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.(i) Pakur Variety.Recommended type of Cement PPC/PSC/OPC 33 Grade 7 Supplying, fitting and placing un-coated HYSD barreinforcement in Bridge Foundation including initialstraightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and conforming to IS 280 at everyintersection hooked and bent to correct shape andplaced on forms etc. including cost of blackannealed wire and cost of loading, unloading,carriage of all steel materials complete as perdrawing and technical specifications and directionof Engineer-in-charge.2 steel materials. (ii) a. Tor Steel rods / HYSD bars / TMT bars (jsw/ JSPPL/ SHYAM/ SRMB/ SSL BMASL/ Electrosteel 8 Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within a lead ofE) Beyond 4.00 km and upto 5.00 km,NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: For compensation of earth for land owned and arranged by contractor add 25.00 per Cum extra over rate of E/W for land woned /arranaged by the Department. Royalty charge on earth @ 29.00 Per Cum and cesses charges @ 5.30/ cum (ie Rs 15 per 100 cft )as per Govt. notification, which will be paid on production of necessary document in support of payment made towards royalties& cesses. 9 Building - (A) Materials delivered and stacked at siteOrdinary Bats 10 Labour charge for dumping / laying of Laterite / Stone Boulders 25 kg & above / Shingles / Brick Bats, from stack of worksite with all leads and lifts in water or spreading the same on the slope of the bank of River/Sea or the slope of the embankment or in the River/ Sea bed to an uniform thickness as per direction of the Engineer-in-charge including cost of all accessories and other incidental charges. (d) Brick Bats 11 Providingand layingpre-cast brickblockpitchingof requiredsize(53 Cm.x53Cm,x25Cm.oras directedbytheEngineer-in-charge)with 1stclasskilnburntbricks incementmortar includingflushpointingon all facesexceptexposedfacewhichtobeplasteredwith19m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials /blocksupto site by all means of transport The gap between adjacent blocks will not be more than 10 m.m. (Sand, cement mortar mix for making blocks, pointing & plastering is1:4) . 12 Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).) (a) 1st class brick ballast . 13 Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny / poly cement bags (minimum 25 nos. having capacity 50 kg) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineerin Charge. NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3.Size of Nylon crate is 1metre X 1metre X 1metre. (a) Where boats are not necessary.
