Civil and Allied work for proposed CNG Storage yard, supply line modification behind Canteen bldg., ARAI HTC- Chakan, Pune.

Earthwork in any kind of soil, mud, murum/hard murum, boulders of any size, hard core material, PCC and alike up to 1.5 m depth - Earth work in excavation for any foundations, rafts, trenches, bulk excavation, surface excavation etc. by manual / mechanical means, including removal of boulders, dewatering by any means, timbering / shoring / strutting if required, preparing the bottom for foundation bed, trimming the sides, back filling of stacked useful material in required layers and levels & compaction of approved excavated earth in layers not exceeding 150 mm, disposal of excess excavated earth/ material out of ARAI premises at contractor's risk and cost, lift up to 1.5m, (Plan Measurement for foundations shall be Outer Footing Dimension + 300mm as allowance all around. If additional width allowance than 300mm is required then the same will not be taken for measurement but shall be carried out as required due to site condition by Contractor)

Demolishing R.C.C. work - Demolishing RCC Wall, Foundation, Raft, floor, Slab, concrete road, any RCC members, by manually/ mechanical means located at any height or location or floors by excavation has to be carried out by chiseling, wedging, use of hammers and wheel cutters or any other agreed method.(Like compressor breaker/1 Ton Mini Poclain Excavator), including removing of reinforcement bars, inserts, Structural Steel etc. cutting reinforcement by Gas Cutter and including scrubbing, cleaning, stacking of steel bars within 300 meter and disposal of unserviceable material out of ARAI premises, including considering and providing all safety measures as per direction of Engineer - in- charge and ARAI Safety procedure.

Demolishing UCR work including coping/Sill/Lintel manually/ by mechanical means including necessary scaffolding with stacking of serviceable material and disposal of unserviceable material outside ARAI premises at contractors scope & risk as per clients instruction and decisions.

Removing of all type of Kerb Stone work by manual means, stacking at designated locations with all lead and lifts, stacking serviceable and disposal of unserviceable materials out side ARAI premises as per direction of Engineer - in- charge.

Removing of all type of Paving Block, work by manual means, stacking at designated locations with all lead and lifts, stacking serviceable and disposal of unserviceable materials out side ARAI premises as per direction of Engineer - in- charge.

Removing and clearing crush sand/grit/murum filled inside trench/pit lines, including excavation, manual/mechanical removal, stacking of serviceable material within site premises, and disposal of unserviceable material to designated location, complete as directed by the Engineer-in-Charge.

Filling with available crush sand/ Grit inside trench/ pit lines, in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering etc complete as directed by site-in-charge.

Labour charges for fixing of existing available paving blocks including all necessary bedding material, labour, consumables, tools n tackles, shifting of kerb stones within the premises etc. complete (only paving block will be provided by Company)

Fixing of all type of available kerb stones - Fixing of the kerb stone must be laid over a 150 mm thick M-15 grade Plain Cement Concrete (PCC) bed. Joints should be sealed with 1:3 cement mortar (1 part cement:3 parts coarse sand) and finished with a thickness of not more than 5 mm. Kerb stones must be laid to strict line, level, and curvature, including forming required drainage openings where specified. Including curing etc complete as directed by site-in-charge.

Filling with available approved excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 95% of proctor density (for any lead and any lift ).

Providing total 230mm thk. Hard Core filling over the compacted plinth filling , in compacted layers of 115mm each ,including laying ,spreading and compacting mix of Graded crushed Stone aggregate of 63mm to 22.4mm , including spreading and filling with requisite type of screening / binding material to fill up interstices of coarse aggregates ,watering and compacting etc. complete

P.C.C. 1:4:8 bed concrete (M10) - Providing and laying in position plain cement concrete (1 Cement : 4 coarse sand : 8 graded stone aggregate 20-40 mm nominal size) of specified volume proportion including the cost of centering and shuttering - All work up to plinth level to the required level & thickness, consolidation, curing, dewatering if necessary etc. complete.

Reinforcement cement concrete M 25 grade for Footing ,Raft, Pedestal, floor concrete & Misc. work up to ground Floor- Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping/ placing of concrete to desired location, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight cantering, shuttering propping , staging , keeping provision for cut-outs as per drawing, also placing of structural inserts as per drawing, finishing at all levels including grinding of joints to achieve level surfaces. M-25 grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in new ply for all Slabs, beams, columns etc. Placing of Sleeves for services PVC/ MS inserts will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member. (Excluding cost of providing, laying and fixing of Reinforcement steel, MS Inserts, Sleeves work)

Reinforcement cement concrete M 25 grade for Wall- Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping/ placing of concrete to desired location, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight cantering, shuttering propping , staging , keeping provision for cut-outs as per drawing, also placing of structural inserts as per drawing, finishing at all levels including grinding of joints to achieve level surfaces. M-25 grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in new ply for all Walls, Slabs, beams, columns etc. Placing of Sleeves for services PVC/ MS inserts will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member. (Excluding cost of providing, laying and fixing of Reinforcement steel, MS Inserts, Sleeves work)

HYSD - TMT bar Reinforcement Steel - Providing, laying, fixing of Reinforcement Steel of required grade and sizes for R.C.C. work including straightening, cutting, bending, hoisting at all levels, with all lead, lift, placing in position including MS binding wire as approved etc. complete as per drawings details & written instructions.- Fe- 500 grade, Reinforcement used in structure shall be free of rust. Contractor to submit BBS and get is certified prior to execution.

Brick Masonry Work - Providing & Laying Brick work with Non modular sized ,Machine made Fly Ash cement Bricks with minimum 10% Cement , confirming to I.S. 12894-2002 , of class designation 7.5, ( 75 kg./sq. cm ), for wall thickness from 150 and above, with fly ash confirming to I.S.3812-1981, up to plinth at all heights/depth , including curing etc. complete.

Providing and construction of UCR masonry wall using hard, sound stones in cement mortar 1:5, laid true to line, level, and plumb with proper bonding, filled joints, and staggered vertical joints, including packing with spalls and curing; providing RCC (M20) / PCC (1:2:4) coping of 75–100 mm thickness with slope and drip and 15 mm plaster in CM 1:4 on both faces; cement mortar sunk pointing in CM 1:3; , including finishing, curing, scaffolding, and all complete as per drawings and Engineer‑in‑Charge instructions.

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) Flush / Ruled/ sunk pointing curing etc complete. Maching with existing UCR wall.

Providing and laying in position Waterproof Plaster min 20mm thk, in C.M:1:3 to vertical and horizontal ,inside faces of overhead or underground Water storage tanks, Rain water Gutters ,reverberation chamber at any level , including proper hacking of concrete /plastered surface ,including approved proofing compound conforming to IS :2645 and approved by the Engineer, including curing ,etc. complete.

M.S. Structural steel work :- Providing, cutting, fabricating, hoisting in position and fixing in line and level Structural steel in single/ built up section for MS Gate, columns, beams, edge angle, misc. work etc. by welding etc. by using angles, channels, bars, flats, plates, insert plates etc. including straightening, cutting, welding, grinding, drilling, inserting with applying a priming coat of approved steel primer, 2 or more coats of Oil paint with all lead lift complete as per drawings and instructions. (Welding electrodes, consumables will not be paid separately. Rates inclusive of necessary tests of material, welds , fasteners, heavy duty gate hinges, MS Aldrop, Tower bolt etc, shifting of material by manual means, etc. )

Providing and fixing MS grating of required size and pattern, fabricated from MS flats of size 50×5 mm as load bearing members and 12 mm dia MS round bars at intermediate positions for lateral support, including cutting, welding, finishing, surface preparation with primer/paint, and installation complete as per approved drawings and direction of Engineer-in-Charge.

Making Core Cuts in RC members using high speed core cutting machine cleaning etc completed as per direction of Engineer - in -charge. Up to 150 dia , and up to 350mm length

Rates on daily basis for providing Skilled workers, 8 hr. shift/day per person including required tools and tackles.

Rates on daily basis for providing Unskilled workers ,8 hr. shift/day per person, including required tools & tackles.

Total Basic Amount

Add CGST 9%

Add CGST 9%

Total Total Amount