Municipal Corporation Tender
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Municipal Corporation - GWMC Tender
Civil And Construction
Drainage Work
Opening Date2 Apr 2025
Closing Date15 Apr 2025
Tender Amount₹ 24,35,290
Costs
EMD
₹ 24,353Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
585998Tender No
18/EE-III/GWMC/CTN/21/eProcurement/2024-25, Dt:24-03-2025Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://gwmc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Vibrated Reinforced Cement Concrete M20 Grade(Design Mix) corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work with minimum cement content @ 350Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete
5.94
6719
39915.02
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;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)
37.29
686
25604.06
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Vaccum dryng of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and lengh, vaccum pump to maintain vaccum pressure 0.7.0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work.
835
85
71150.35
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Carting of the Exavated earth upto a lead upto 5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge.
127.76
72
9300.93
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;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.
220.83
72
16076.42
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Providing Plain Cement Concrete (1:4:8) mix using 40mm nominal size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, lay
54.09
5459
295284.34
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;RBR-CCPV-5- Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.-for roads
125.25
6982
874495.5
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Supply and filling with gravel from approved quarry including cost and conveyance, watering, tamping including all labour charges
20.04
607
12176.7
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;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.
137.78
2513
346299.01
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Supplying and placing seperation membranes of impermeable plastic sheeting 125 microns thick under payments slab including cost and conveyance etc complete.
885.1
21
19109.31
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;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.
11.88
1945
23106.6
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Earth work excavation in Ordinary Soil by Manual Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring , sheeting, planking, strutting, etc. complete for finished item of work Manual
247.92
297
73694.22
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;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.
725.76
66
47943.71
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;Supply of high performance expansion joint fillet board conforming to IS 1838 25mm thick, including cost and conveyance of all materials and all labour charges.
28.5
1347
38402.9
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Laying of CC Road and CC Drains from H.No.1 1 226 33 1 AKBAR ELE DEPARTMENT to H.No.1 1 123 11 at;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- for roads.
150.3
105
15894.23
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