Indian Oil Adani Gas Private Limited Tender

WEEP HOLES: Providing Weep holes 150 mm. dia. P.V.C. in the Retaining wall and Brick wall with all lead and lifts etc. complete as per specification.

RCC : M25 (SUB & SUPER STRUCTURE) Providing and laying Reinforced Cement Concrete of nominal mix M-25 (1:1:2) Grade Excluding the cost of formwork and reinforcement , with 20 mm & down size graded crushed stone aggregates in SUB-STRUCTURE and SUPER STRUCTURE below plinth level of all types e.g. foundations, rafts, beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, manholes, pipe encasement, catch pits, drains, RCC pits, equipment foundations, pedestals, columns, pavements, suspended floors, brackets etc. and in SUPER STRUCTURE like beams, slabs, walls including counter forts, staircases, landings, steps, facias, gutters, shelves, window sills, canopies, lintels, ducts, brackets, chhajjas with drip molds etc. and any other structures in any other structures (including single pour concreting upto 50 Cu. m.) providing pockets, openings, recesses, chamfering, vibrating, tamping, curing and rendering, to give a smooth and even surface for all depths below and upto plinth level in any position, shape, level and thickness etc. including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specifications and directions of the Engineer-in-charge. Actual/Net measured quantities shall be paid.

RCC : M20 (SUB & SUPER STRUCTURE) Providing and laying Reinforced Cement Concrete of nominal mix M-20 (1:1.5:3) Grade (Concrete shall be design mix), with 20 mm & down size graded crushed stone aggregates in SUB-STRUCTURE below plinth level of all types e.g. foundations, rafts, beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses , trenches, manholes, pipe encasement, catch pits, drains, RCC pits, equipment foundations, pedestals, columns, pavements, suspended floors, brackets etc. and SUPER STRUCTURE like beams, slabs, walls including counter forts, staircases, landings, steps, facias, gutters, shelves, window sills, canopies, lintels, ducts, brackets, chhajjas with drip molds etc. and any other structures (including single pour concreting upto 50 Cu. m. ) providing pockets, openings, recesses, chamfering, vibrating, tamping, curing and rendering, to give a smooth and even surface (Excluding the cost of REINFORCEMENT & SHUTTERING) for all depths below and upto plinth level in any position, shape, level and thickness etc. including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specifications and directions of the Engineer-in-charge. The rate shall excluding the cost of shuttering and reinforcement. Actual/Net measured quantities shall be paid.

P.C.C. : (1:4:8) Providing and laying Plain cement Concrete of nominal mix 1:4:8 by mass (1 cement:4 coarse sand: 8 crushed stone aggregates/gravels) with 40mm down size graded crushed stone aggregates for all depths below and up to plinth level in foundations, drains, fillings, non suspended floors, pavements and ramps or any other works etc. in any shape , position, thickness and finishing the top surface rough or smooth as specified and directed, including tamping, ramming, vibrating, curing etc. all as specified including the cost of materials, labour, tools, tackles, machinery, steel scaffolding/staging, sampling and testing all complete as per specification and direction of EIC/Consultant. Actual/Net measured quantities shall be paid. Cost shall excluding of formwork.

FILLING WITH SOIL Good Soil in Filling after execution of work to proper grade and level with soil laying at all depths and heights in layers of thickness not exceeding 15 cms. including watering, rolling and ramming by manual/mechanical means, to achieve 90% of maximum dry density, dressing, trimming, leveling the top surface etc. in foundations, plinths, road embankments, road, shoulders, trenches etc. complete in all respect as per scope of work, detailed construction drawings , as per technical specifications and directions of the Engineer-in-charge

EXCAVATION UPTO 3.0 mt : HARD ROCK Excavation up to 3.0 mt. depth in all kind of HARD ROCK in any plan dimension including stacking of serviceable excavated earth, and disposal of surplus and unserviceable material away and outside the IOAGPLboundary limits, after backfilling using serviceable earth, irrespective of lead involved by means of mechanical transport or any other equivalent means, keeping IOAGPL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. Proper shuttering/support has to be made to support side ROCK wall and to avoid collapse of ROCK. ROCK to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. (Note:- Blasting not allowed, Only Chemical treatment or diamond cutting allowed.)

EXCAVATION UPTO 1.5mt : HARD SOIL Excavation up to 1.5 mt. depth in all kind of Hard soil in any plan dimension including stacking of serviceable excavated earth, and disposal of surplus and unserviceable material away and outside the IOAGL boundary limits, after backfilling using serviceable earth, irrespective of lead involved by means of mechanical transport or any other equivalent means, keeping IOAGL indemnified of any liabilities from statutory/local bodies, all complete as specified & directed. Proper shuttering/support has to be made to support side soil wall and to avoid collapse of soil. Soil to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge.

EXTERNAL PLASTER : 20mm Th, Double coat, Sand Faced (Tippani)/Mala Finish (1:4) Providing and laying 20 mm thick two coat external sand faced tippani finish Cement Plaster on exterior walls of building & Compound wall in two layers including making groove and Tapak where ever required. (Consisting of 12 mm Th Base layer with rough finish in CM 1:4 with waterproofing chemicals and 8 mm Th top coat in CM 1:3 finish with sponge) including surface preparation, hacking the brick Masonary or RCC surface at all height/depth with all tools, material, labour, scaffolding and curing etc. to make even finish in true lines and levels all complete as per specifications and direction of engineer in Charge. Rate shall include providing & fixing chicken mash jali of best quality available & fixing it at brick and RCC junction all complete. Actual/Net quantities measured shall be paid..

RCC HUME PIPE (300mm dia.) Class- NP-3 RCC pipe providing supplying of 300 mm dia, CLASS-IRS-NP4 ISI standard. RCC pipe in standard length of following class and diameter. Suitable for either color joints for RCC rig joints incl. transportation, freight charges, loading unloading charges, etc. completed. (IS-458/1989) Rates are including with collar joints and necessary fittings.

WATER CHAMBER : 600 x 600 x 600mm Construction of concrete wall chamber / pit for electrical pit / Earthing pit/ water chamber of approved size and shape as per in detail dwg. with excavation, soiling, PCC (1:4:8), RCC, Copping, full brick walls, fixing MS open grating, copping surface shall finish using surface hardener, inside finished with a 15 mm water proofing smooth cement plaster, primer & paint etc. all complete incl curing & testing. 12 mm thick M.S. open grating with frame as per detail with one coat zinc chromite primer and two coat 50 micron Synthetic Enamel / Oil paint as directed by EIC of approved colour and make etc. all complete as per specifications and approved by consultant or client. Work shall complete as per detailed drawing. Chamber Dimensions shall measure in to in.

WATER CHAMBER: 450 x 450 x 600mm Construction of concrete wall chamber / pit for electrical pit / Earthing pit/ water chamber of approved size and shape as per in detail dwg. with excavation, soiling, PCC (1:4:8), RCC, Copping, full brick walls, fixing MS open grating, copping surface shall finish using surface hardener, inside finished with a 15 mm water proofing smooth cement plaster, primer & paint etc. all complete incl curing & testing. 12 mm thick M.S. open grating with frame as per detail with one coat zinc chromite primer and two coat 50 micron Synthetic Enamel / Oil paint as directed by EIC of approved colour and make etc. all complete as per specifications and approved by consultant or client. Work shall complete as per detailed drawing. Chamber Dimensions shall measure in to in.