Construction of Storm Water Canal in Green Belt of CPCL

Amount

Notes:- 1.Since the entire site activity is planned at green belt site which is planted with almost 10,000 trees, care shall be taken by contractor to see that their site activities does not hamper the trees at site and the workers of TNFD maintaining the green belt in any manner. 2.Contractor should make own arrangements for safeguarding of individual materials and tools at site.Any loss in this account will not be attributable to CPCL. 3.Considering the present Covid-19 situation, contractor shall ensure that sufficient manpower is available to take up the work and complete within the stipulated completion period without any delay adhering to all safety guidelines issued by Govt. in view of Covid-19. Also,Face mask and Hand gloves are mandatory as part of PPEs for all persons in addition to safety helmet, safety shoes, safety jackets, etc.The entire work is to be executed giving utmost importance to safety. 4.The job includes taking levels and transferring as per the approved drawings throughout the period of work. No separate payment will be made for levelling and surveying including equipments and materials required for surveying along with skilled labour at site as per the site requirement 5.Dewatering of accumulated/sub soil water from any source and keeping the surface dry for subsequent works will be in the contractor scope and no extra payment will be made. 6. The entire work is to be executed outside CPCL premises at Amullaivoyal/Vaikkau Villages and all the equipments, tools and tackles, construction materials for the work to be transported and stored at site without hindering the Green Belt Development project by TNFD. 7. Formation of approach to the construction site wherever required will be in the contractor scope and No extra payment will be made by CPCL. Especially during rains, contractor to make own arrangement for accesing the site of work and no additional payment will be made for formation of approach. 8. The Construction site is outside the Refinery Premises, hence it is contractor responsiblity to take necessary measures for handling local problems /issues and to safeguard materials, equipments and personnels. CPCL will not be in a position to address issues arising out of local problems and no extra payment will be made by CPCL. 9.Construction power and construction water is in contractor scope.

EARTHWORK IN EXCAVATION in all types of soil, including soft or hard murrum, but excluding soft and hard rock, using mechanical means(Hydraulic Excavators) / Manually for depth upto 1.5m, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, compacting excavated area with earth rammer/plate compactor, dewatering of accumulated/sub-soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, product lines, sewage pipes, electric underground cables, etc. all complete as per the specifications and directions of Engineer-in-Charge.

Providing and laying PLAIN CEMENT CONCRETE (PCC)1:4:8 by volume (1Cement : 4 M-Sand:8 Coarse aggregate) with OPC 53 grade and 40mm & down size graded crushed stone aggregates for all depths wherever required like in foundations, fillings,floors, pavements & ramps or any other works, etc., including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete including cement cost, etc., all complete as directed by Engineer-in-Charge. (Note: The quoted rate shall be including Formwork/Shuttering and it will not be paid separately)

Providing and laying PLAIN CEMENT CONCRETE (PCC) 1:2:4 by volume (1Cement : 2 M-Sand:4 Coarse aggregate) with OPC 53 grade and 20mm & down size graded crushed stone aggregates for all depths wherever required like in foundations, fillings, floors, pavements & ramps or any other works, etc., excluding shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete including cement cost, etc., all complete as directed by Engineer-in-Charge. (Note: The quoted rate shall be excluding Formwork/Shuttering and it will be paid separately in relevant items)

Providing, fixing FORMWORK including centering, shuttering, strutting and propping in SUB STRUCTURE at all depths wherever required including removal of the shuttering after the specified period is over and as directed by the Engineer-in-Charge complete with all materials, labour, consumables, etc. (Form work shall be supplied by the contractor and shall remain the property of the contractor)

Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels, etc. all complete as specified and directed by EIC.

Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints, etc. all complete as specified and as directed by EIC.

Supply and Providing DRY STONE PITCHING 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface and pointing in CM 1:3 (1cement and 3 M-sand), etc. with all complete. (Note: Rate includes supply of stones and cement, M-Sand and all other materials)

Providing and Laying Reinforced NP3 CLASS (MEDIUM DUTY) RCC HUME PIPE of 450mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement:2M sand) for road crossing, etc. including cutting, lowering, laying in position, with proper level, slope, testing of joints, etc. as per specifications and directed by Engineer-in-Charge.

Same as Sl. No. 100 above, but for 600mm diameter.

Supply of JCB on hire basis on all working days from Monday to Saturday on 8 hrs. shift including driver, assistant / fuel / oil / lubricants /all consumables, etc. complete. The quoted rate should include mobilization, operator crew / driver / assistant cost, tools, tackles, etc., as directed by the Engineer-in-Charge.

Supply of POCLAIN-PC 200 on hire basis including fuel/oil/lubricants for excavating, levelling to required slopes and dumping at designated places within the site premises. The quoted rate should include mobilization, operator crew/driver cost, loading, transporting, unloading, tools, tackles, etc. complete as directed by Engineer-in-Charge.

Same as Sl. No. 130 above, but for supply of TIPPERS of capacity not less than 10 Cu.m

Same as Sl. No. 130 above, but for supply of TAURUS/approved equivalent TIPPERS of capacity minimum 15 Cu.m.

Supply of 20 FEET TRAILER WITH TRACTOR on hire basis on all working days from Monday to Saturday on 8 hrs. shift, inclusive of driver, one assistant, all consumables like diesel, etc., with all safety precautions within the designated site premises.The quoted rate should include mobilization, operator crew's/driver /assistant cost, loading, transporting, unloading, 2 nos. of unskilled labour for loading and unloading, tools, tackles, wire ropes, pulley blocks, belts, chains, etc. for lifting, aligning, tying, stacking, etc. all complete as directed by Engineer-in-Charge.

Same as Sl. No. 160 above, but for Tractor with trailer of minimum capacity 2.5 Cu.m.

Supply of UNSKILLED CLASS-I LABOUR to carry out petty works not assessable for measurements/minor repair works, on day-to-day basis. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools.

TRANSPORTING & DISPOSING the SURPLUS EARTH & DEBRIS including shrubs and vegetations from construction area (beyond the initial lead of 100m) to designated areas up to a lead of 3km including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed by Engineer-in-Charge. (Note: If measured by stacks, 30% voids will be deducted.)

Supplying, fabricating and placing in position High strength deformed steel bar REINFORCEMENT (conforming to IS 1786, grade Fe500) for RCC work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor's own 16 Standard Wire Gauge (SWG) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, welding spacers, lifting hooks, etc. for all heights & depths, etc. removing of scraps from site, all complete as directed by Engineer-in-Charge.

Anish Infrastructure (Coimbatore) Pvt Ltd

M/s ANIRUTH K ENTERPRISES