Bridge Construction Tenders

Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of mixed soil , ordinary rock and hard rock .All work of rock cutting by blastingshall be carried out by taking all necesary precautions against soil erosion ,damages to hill side ,water pollution etc. and to protect stability of hill side .Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited) .All earth work in cutting /excavation including rock excavation shall be carried out true to lines ,grades ,sides slopes,width,camber,super-elevation and level as shown on the drawing and as directed by the Engineer-in-Charge in conformity with the requirement of MoRD technical specification for Rural Road, Section. 300 & 1600 to achive designed formation width including hauling and stacking of materials useful for constrcution at suitable sites safe manner and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its levelling, fine dressing and carriage of machineries, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. The land for dumping sites shall be arranged by the contractors himself and nothing extra shall be paid on this account,filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding .The recovery for stones ,whether usefule or not for 1990.49 cum. (One Thousand nine hundred ninety point forty nine Cubic Metre) in all cases, @ Rupees 300/= only (Rupees three Hundred ) per cubic metre shall be effected on prorata basis in all circumstances .Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor ,which shall have to be duly compensated by him in all cases.

Supplying, Providing & laying reinforced cement concrete M-15 grade (cast-in-situ) as per design mix prepared under relevant IS/IRC codes concrete using graded crushed stone aggregate, cement and coarse sand of approved quality and quantity in wing walls, retain walls & curtain walls as levelling course using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering secured tools & plant equipments & including all inclusive costs, all operations, contingencies incidentals involved for the finished defect free items of work complete to satisfaction but excluding cost of reinforcement complete as per drawing and technical specification Part I/II under section 1500,1700 & 2100 of MORTH specification for Road & Bridge works (4th revision) and as directed by Engineer or his representative full satisfaction.Providing PCC M15 as leveling coarse below pile caps & as per section no.1500,1700 & 2100 of Specification for road & bridge work MoRT&H (4th revision) In Foundation

12 m - 15 m Span Over Head Structure with 300 Dia MS - two vertical post. Supply, fixing & Erection of Built up Overhead Structure of 12M-15M span comprising of two vertical posts od 6.00 m height made up of 300 mm NB heavy class MS pipenas vertical member welded with 10mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC foundation of size 0.90x0.90x1.50m of required depth as per site condition for built up structure including Earthwork in excavation 100 mm thick Lean Concrete in 1:3:6 (cement coarse sand and 40 mm gauge stone ballast and RCC M-25 cement concrete including supply and fixing of 25 mm dia Foundation Bolts 600 m long as per provisions of structure design including cost of reinforcement & shuttering. The Lateral vertical clearances and complete installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67:2012 complete in all respect. The Rates shall include cost of design, fabrication, suppyly, transportation, Local shifting Erection of Signage structure using crane, inclusive of all taxes etc, all T&P machine, materials and labour required for proper completion of work as per direction of Engineer-in-charge.

Construction of INSPECTION CHAMBER following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five m-sand] using best quality of second class Ground Moulded Chamber Burnt Bricks of size 9" x 41/5" x 3"with Plastering with Cement Mortar 1:3 [One Cement and Three M-Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three M-Sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification Clear size 0.60 x 0.60 m

Construction of 3m x 3m RCC Box Culvert Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil