Municipal Corporation Tender

Nala Work;Supply and placing of Plain Cement Concrete (PCC) M30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (cement content is taken as 405kgs) as per IS code 456-2000 and standard mix design as per IS:10262:2009 with Ordinary Portland Cement 43/53 grade and with 40mm size graded (40mm-40%,20mm-40% & 10mm-20%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting and fine aggregate conforming IS:383-1970 (as per the Mix Design approved by the Engineer - in - Charge of the Department 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, including dewatering & desilting charges 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 road restoration. Note: 1) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 2) For estimate purpose Cement Content is taken as 405 Kg/Cum. As per mix design, if the cement content is found to be less than 405 kgs per cum of concrete, the difference in cost shall be deducted. 3) Manufactured sand (Rock Sand) not more than 50% of total sand content can be used.

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, excluding dewatering charges and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Road Restoration 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 275kgs 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 specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Nala Work;Excavation for roadwork in soil with hydraulic excavator 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 location within all lifts and lead upto 1000m as per MORTH Clause 301.

Nala Work;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Rubble Masonry including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Masonry By Mechanical Means

Nala Work;Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.dia NP3 pipe upto 600mm dia

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;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.

Nala Work;Providing barricading arrangement 2 - TIER (2 Nos Horizontals- 6'-0" long - 1 No Vertical -4'-0" High) with casurina ballies as per the design duly excavating pits and its removal after the function is over including hire charges of the barricading materials as per the schedule given by the departmental authorities complete for finished item of work.

Nala Work;Supply and fixing of 900mm x 900mm D.I Jali with frame 150 kgs including cost and conveyance of all materials to site, labour charges, complete for finished item of work as per standard specification.

Nala Work;Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation ,raft ,wall and top slab complete as per drawings and technical specifications of steel manufactures with in telangana with minimum integrated installed production capacity of 2 lakh MT per annum ( AF Star TMT,MS life TMT,Radha TMT, Sugna TMT,Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Nala Work;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Using Batching Plant, Transit Mixer and Concrete Pump / Ready Mix Concrete (RMC) as per IS 4926-2003 with standard mix design as per IS:10262:2009 with minimum cement content (Cement Content is taken as 407 Kgs) as per IS code 456-2000 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 Sub Structure as per drawings and technical specification Clauses 1500, 1700 & 2200 MORTH - for Side walls & Top 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.

Nala Work;Supply and placing of Reinforced Cement Concrete (RCC) M30 by Using Batching Plant, Transit Mixer and Concrete Pump / Ready Mix Concrete (RMC) as per IS 4926-2003 with standard mix design as per IS:10262:2009 with minimum cement content (Cement Content is taken as 407 Kgs) as per IS code 456-2000 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 Foundation raft of box drain as per drawings and technical specifications Clause 1500, 1700 & 2100 MORTH for foundations of abutments /retaining walls/return walls/wing walls /raft of bridge/apron etc. 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.

Nala Work;Supply and placing of Plain Cement Concrete (PCC) M15 by Using Batching Plant, Transit Mixer and Concrete Pump / Ready Mix Concrete (RMC) as per IS 4926-2003 with standard mix design as per IS:10262:2009 with minimum cement content (Cement Content is taken as 275 Kgs) as per IS code 456-2000 and 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 including cost and conveyance of all materials, labour charges,water charges, pumping, including form work, laying concrete, vibrating, curing for 14 days, excluding dewatering charges and desilting charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges for Foundation Bed of Box Drain as per drawings and technical specifications Clause 1500, 1700 & 2100 MORTH. Note: 1. The rate of Concrete 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 275kgs 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;Bailing out of water using Dewatering pump, complete during earthwork excavation.

Nala Work;Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom excluding backfilling with approved material 304 MORTH- Hard rock (blasting prohibited) - Upto 3 m depth

Nala Work;Earth work in excavation in all kinds of soils 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 excluding backfilling with approved material. Ordinary soil - Mechanical Means up to 3.00m depth

Nala Work;Dismantling of cement concrete pavements by mechanical means using pnuematic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designed locations and disposal of dismantled materials upto a lead of 1000m, stacking of serviceable material separately

Nala Work;Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately by Mechanical Means

Nala Work;Item Detailed Specification Description