Municipal Corporation Tender
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Costs
EMD
₹ 24,343Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
550374Tender No
13/EE-III/GWMC/CTN/15/eProcurement/Society/2024-25, Dt:03-10-2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://gwmc.gov.in/
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BOQ Items
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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.
126
2513
316690.92
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH
36
105
3807
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Vibrated plain / reinforced cement concrete M 20 Grade Concrete using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site, seigniorage charges and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., as per technical specification MoRT&H 1500,1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORD complete for finished item of work
12.96
6757
87577.33
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors.
1296
77
101075.04
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Plain Cement concrete M15 (1:2:4) using ,20,10 mm metal with concrete mixture.
10.12
5301
53647.44
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;PCC 1:2:4 using 20 mm and 10mm for plain/reinforced concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for Side walls
104.86
5513
578111.01
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;BLD-CSTN-2-8 (16) : Filling with Stone dust 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. (APSS NO. 309 & 310)
37.6
686
25816.91
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.
112.8
72
8211.84
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Earthwork in excavation for 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 backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH( PIPE LINE TRENCHES & DRAINS) Manual Means
225.6
297
67059.6
Construction of CC Drains and Laying of Existing Damaged Construction of CC Drains and Laying of Exi;Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately.
15
1945
29175
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