Municipal Corporation Tender

Nala Work;Supply and placing of Plain Cement Concrete (PCC) M15 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (Cement Content is taken as 275 Kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 40mm size graded (40mm-60%, 20mm-30% & 10mm-10%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate confirming to IS 383-1970 50% Natural Sand and 50% manufactured sand (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for levelling course under CC Road. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Note: 1. The rate of RMC is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 275Kg/Cum. As per mix design, if the cement content is found to be less than 275 kgs per cum of concrete, the difference in cost shall be deducted. 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.

Nala Work;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (using hard broken stone of granite trap dolerite and dolamite free from dust obtained by quarrying wedging, breaking, burning and splitting (quartzite and basalt with aggregate impact of less than 20) specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Nala Work;Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and excluding backfilling - Mechanical means - depth upto 3m.

Nala Work;Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately, As Per MoRTH Specification No 202.

Nala Work;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial leadin layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310).

Nala Work;Carting of surplus excavated Soil/rock within a lead of 15Km from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Nala Work;Providing barricading arrangement with casurina ballies as per the design duly excavating pits and its removal after the function is over including hire charges fo the barricading materials as per the schedule given by the departmental authorities complete for finished item of work

Nala Work;Redoing of PPC Connections with MDPE Pipe of 15mm dia for domestic water supply connection excluding Earth Work Excavation & Cost of Refiling etc. complete.

Nala Work;Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. Above 900 mm dia . Uprooting of 1200mm dia/1800mm dia NP3 Pipe.

Nala Work;Laying Sand Bags in the stipulated places including cost of empty cement bag, sand, thread, stiching charges and labour charges for finished item of work.

Nala Work;Dewatering by pumping out water collected by natural drainage including cost of all materials machinary, labour, drinage, lighting, and all other operations etc, complete.

Nala Work;Supply and Fixing Perforated Square DI Covers of size (0.75x0.75m), Weight 135 kgs etc., complete

Nala Work;Providing, fabricating and placing in position reinforcement TMT Fe 500 steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts. (for Box Drains Base slab/Walls/Top Slab).

Nala Work;Supply and placing of Reinforced Cement Concrete (RCC) M 30 by Ready Mix Concrete (RMC) as per IS 4926-2003 and standard mix design as per IS:10262:2009 with minimum cement content as per IS code 456-2000 (cement content is taken as 407Kgs) and with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate confirming to IS 383-1970 (50% Natural Sand and 50% manufactured sand) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Walls and Slab of Box drain. Note: 1. The quantities for cement , coarse aggregrates and fine aggregrates (50% natural sand and 50% manufactured sand) are for estimating purpose only. The exact quantities will be as per mix design. 2. For estimate purpose Cement Content is taken as 407 Kg/Cum. As per mix design, if the cement content is found to be less than 407 Kg/Cum of concrete, the difference in cost shall be deducted. For walls & Slabs over drains

Nala Work;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Ready Mix Concrete (RMC) as per IS 4926-2003 and standard mix design as per IS:10262:2009 with minimum cement content as per IS code 456-2000 (cement content is taken as 407 Kgs) and with 20mm size graded (20mm-60% & 10mm-40%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate confirming to IS 383-1970 (50% Natural Sand and 50% manufactured sand) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Foundations as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for Foundation Raft of Box Drain. Note: 1. The quantities for cement , coarse aggregrates and fine aggregrates (50% natural sand and 50% manufactured sand) are for estimating purpose only. The exact quantities will be as per mix design. 2. For estimate purpose Cement Content is taken as 407 Kg/Cum. As per mix design, if the cement content is found to be less than 407 Kg/Cum of concrete, the difference in cost shall be deducted. For Base slab

Nala Work;Supply and placing of Plain Cement Concrete (PCC) M15 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (Cement Content is taken as 275 Kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with 40mm size graded (40mm-60%, 20mm-30% & 10mm-10%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate confirming to IS 383-1970 50% Natural Sand and 50% manufactured sand (as per mix design approved by the Engineer-in-charge from the Dept., from standard suppliers) including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Foundation Bed as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. Note: 1. The rate of RMC is worked out with 100% Cement, 50% Natural Sand and 50% manufactured sand. 2.The quantities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3. For estimate purpose Cement Content is taken as 275Kg/Cum. As per mix design, if the cement content is found to be less than 275 kgs per cum of concrete, the difference in cost shall be deducted. 4.Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.

Nala Work;Providing & constructing Stone dust filling below foundation including cost of all materials, machinery, labour, watering, ramming etc., complete with initial lead upto 50 m and all lifts.

Nala Work;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 excluding backfilling in trenches with excavated suitable material, as per Technical Specification 305 MORD / 304 MORTH - Hard rock (blasting prohibited) by mechanical means - Upto 3 m depth. EWE in Rock

Nala Work;Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and excluding backfilling - Mechanical means - depth upto 3m. EWE in all kinds of Soil

Nala Work;Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately, As Per MoRTH Specification No 202

Nala Work;Description