Works Department Tender

Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade with 20mm and down grade C.B chips in following items as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 10 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.

Column Footing

Plinth Bend

Column

Supplying and Straightening bent up or coiled rods, cutting, bending, crancking hooking welding or jointing (if required) the Tor Steel of SAIL/RINL/TATA/JINDAL/SHYAM STEEL make with binding wires and binding tying the grills, hoisting, lowering & placing in proper position as required for all types of R.C.C. works including cost, conveyance of steel and binding wire of of 18 to 20 gauge and labour with T & P required for the work etc. complete in all floors (weight of binding wires will not be considered for payment , and payment will be made on weight of Tor Steel Only.

Providing Fly Ash brick masonry work in Foundation and plinth using (250mm x 120mm x 80mm ) size having crushing strength not less than 75Kg / Sqcm with dimensional tolerance + percent in cement mortar (1:6) in Foundation and plinth for brick masonry walls after immersing the bricks for minimum 6 hours in water before use with all necessary projections, splays cutting, circular moulding, corbelling etc as per drawings including cost, conveyance, all royalties, loading and unloading of all materials and all labour for work including scaffolding, watering and curing, sundries, T&P etc. complete as per the direction of the Engineer-in-charge.

Providing Fly Ash brick masonry work in Superstructure using (250mm x 120mm x 80mm ) size having crushing strength not less than 75Kg / Sqcm with dimensional tolerance + percent in cement mortar (1:6) in Super Structure for brick masonry walls after immersing the bricks for minimum 6 hours in water before use with all necessary projections, splays cutting, circular moulding, corbelling etc as per drawings including cost, conveyance, all royalties, loading and unloading of all materials and all labour for work including scaffolding, watering and curing, sundries, T&P etc. complete as per the direction of the Engineer-in-charge.

Providing 16mm thick cement plaster to the surface of brick masonry wall in cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, Royality,loading and unloading, all labour, scaffolding, watering and curing, sundries and T&P etc. complete as per direction of the Engineer-in-charge.

Providing 12mm thick cement plaster to the surface of brick masonry wall in cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finish as per drawings including cost of all materials, conveyance, Royality,loading and unloading, all labour, scaffolding, watering and curing, sundries and T&P etc. complete as per direction of the Engineer-in-charge.

Painting 2 (two) coats with any approved colour weather coat over a coat of Priming to out side surface of wall of approved shade and quality etc including all cost of weather coat, Primer, conveyance, , all labour T&P etc complete as per direction of Engineer -in- charge.

upplying & fixing of 750mm dia rezer wire concertina coil with 6mt (equivalent to 50 spirals) length coils clipped with two nos. of straiht line razer & fixing U shape MS angle of size 50x50x6mm providing in the distance of 2.5mt. Center to center and seven row of razor barbed tape & grouted on the wall and welded with spike grills for rigid fixing with CC (1:2:4) in position including all required scaffolding where ever necessary and clearing the site & two coat Painting over a coat of priming to MS Angle/Grill with all cost of materials labour, fabrication , conveyance, etc. complete as per direction of E.I.C including cost of two coat enamel painting over a coat of priming to angles etc.

Clearing and grubbing road land including uprooting rank vegetaition, grass, bushes, shrubs, saplings and trees girth up to 300mm. Removal of stumps of trees cut earlier and disposal of unsevvicable materials and stacking of servicuable materials to be used or auctioned, up to a lead of 1000mtrs including removal and disposal of top organic soil not exceding 150mm in thickness including all labour T & P etc complete as per direction of the Engineer-in-charge.

Excavation for road work in soil with hydraulic excavator of 0.9cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment locations with all lifts & leads up to 1000m. as per approved Drawing & Technical Specifications and as per Clause-301 of MoRT & H specifications for Road & bridge works (5th Revision).

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from foundation of CD & sturectures graded and compacted to met requirement of table 300-2 as per approved DRAWING & Technical Specification and as per clause -305 fo MoRT&H Specifications for Road & Bridge works.