Municipal Corporation Tender
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Costs
EMD
₹ 3,31,830Document Cost
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Description
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Contact
Tender Id
559426Tender No
Tender Notice No 09 SE-I SNDP GHMC 2024 25 Item 2 Dt 28 11 2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.ghmc.gov.in/
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BOQ Items
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 quantities 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.
76.41
6071
463915
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.
50.94
5267
268317
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.
101.88
2917
297184
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.
229.23
90
20702
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
56.7
214
12146
Nala Work;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Prestressed/Reinforced Cement Concrete M20 & above 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.
600
2918
1751370
Nala Work;Removing of upto 600 mm dia all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
140
1223
171256
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.
15000
40
600000
Nala Work;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in 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.
1171.62
45
53473
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.
1132
98
111989
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.
28
23710
663880
Nala Work;Manufacture, Supply and Delivery of Rubber rings to suit 1200mm dia R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985.
31.33
1907
59765
Nala Work;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes 1200 mm dia NP - 3 Class conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation & excluding taxes.
94
13830
1300100
Nala Work;Road crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils excluding hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in ?Charge - 1200mm dia - Trench Less Technology With Pipe Jacking Method.
94
39081
3673641
Nala Work;Supplying, fitting and placing HYSD bar reinforcement Fe-500/500D/550D from steel manufactures within telangana with minimum integrated installed production capacity of 2 lakh MT per annum (AF Star TMT,MS life TMT,Radha TMT, Sugna TMT)., for box drain foundation, walls and top slab complete as per drawings and technical specification Sections 1600 & 2200 MORTH including over laps and wastage, where they are not welded- For Raft, Side walls & Slab of Box drain
135378.1
69
9460222
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 abutments (side walls) of bridge/stem of reataining walls/return walls/wing walls 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.
701.77
7942
5573535
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.
339.6
6994
2375169
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 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, 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.
195.27
5369
1048590
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.
130.18
1656
215681
Nala Work;Dewatering by pumping out water collected by natural drainage including cost of all materials machinary, labour, drainage, lighting, and all other operations etc, complete using 5HP diesel dewatering pump.
12000
83
1005960
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
943.81
1699
1604335
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. by Mechanical means Ordinary soil - Mechanical Means up to 3.00m depth
2831.42
134
380005
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
147.73
1368
202223
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
114.9
849
97564
Nala Work;Item Detailed Specification Description
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