Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Eprocure
Opening Date
29 May 2019Closing Date
1 Jul 2019Tender Amount
₹ 4,13,29,000Costs
EMD
₹ 4,13,290Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
E1/4222/2019-6. Erode City Municipal Corporation. 6) Restoration Of B.t Road Damaged Due To Ugss At And Atconstruction Of Strom Water Drain And Culvert At Bharathi Street, Vivekananther Street, Thirunagar-i St,ii Nd And Iii Rd Cross In Ward No.32 ,
Description
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Contact
Tender Id
2019_MAWS_126964_1Bid Award Id
ViewTender No
E1/4222/2019-6. ERODE CITY MUNICIPAL CORPORATIONTender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
Providing Tack coat Over WMM Surface using bitumen Emulsion 2.5kg/10 m2 including cost and conveyance of all materials to the site hire charge for tools and plants and preparing the site complete as per standard specification
26720
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Providing and laying 50mm compacted thickness Bituminous Macadam using 0.42 cum of 26.50mm - 11.20mm graded metal and 0.10 cum of 11.20 mm - 2.80mm graded metal and 0.18 cum of 2.80mm and below with 38 kgs of bitumen for premixing per 10 sqm including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for premeasurement , heating the bitumen and aggregates to required temperature and mixing them in central hot mix plant ,spreading the mix to the required grades and lines , compaction by 80-100KN power road roller including labour charges for loading,spreading etc including hire charges and fuel charges for mini hot mix plant ,power road roller ,bitumen boiler and all other tools and plants employed etc as per clause 504 of M.O.S.T specification.
1400
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Providing and laying 30mm compacted thickness Bituminous concrete using 0.10cum of 11.20mm IRC size HBG metal, 0.16 Cum of 6.70mm IRC size HBG Metal , 0.11cum of 2.80mm and Below with 30kg of Bittumen for premixing per 10sqm, including cost and conveyance of all materials to CMP Site , heating the bitumen and aggregates to require temprature and mixing them in required temerature in central hot mix plant 20-30 tonnes capacity, conveying the mixing by tipper trucks to paver site, spreading the mixing in required temprature for uniform thickness 25mm with mechanical paver to the specified
810
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grades and cross section and compaction by 80-100 Kn vibratory road roller to the require metal to feeder unit , labour for attending to paver site etc., including hire charges and fuel charges for 20-30to CMP with bitumen boiler , tipper trucks, paver finisher, vibratory road roller and all other etc ., complete as per specification using CMP Clause 511 of MOST.
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Raising the UGSS man hole cover upto the proposed road level including refixing the same over the cement concrete surface to an average hight to 0.15m to 0.25m plain cement concrete 1:1½:3mix using 20mm metal which will be laide over the brick work masonry surface including all labour charges for dismanling the existing cement concrete of all materials to site etc complete as per standared specification (In B.T. Road)
177
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Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24)
3200
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Cement concrete 1:4:8 mix (One cement four sand and eight metal) using 40mm ISS hard broken granite stone jelly for foundation and flooring including dewatering wherever necessary and laid in layers of not exceeding 15cm thick to required thickness includ
410
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Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc. Centering for soffits of RCC slabs plain surface including str
11060
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Plain Cement Concrete 1:3:6 (one cement, three Sand and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
1615
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Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm ISS metal including mixing, laying, consolidating, curing cost and conveyanc of all materials to site and all labour charges etc., complete
42
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Plastering with cement mortar 1:3mix (One cement and three sand) to 12mm thick including curing cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification
5450
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Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification
2550
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Providing and laying in position standardised concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture ( Placticiser / super plasticiser ) in recommended . proportions as per IS 9103 to accelerate, related setting of concrete,improve workability without imparing strength and durability with about (5.0cum), 7730kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156Kg of 10-12mm machine crushed stone jelly
65
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and with about (4.79cum) 7670 Kg of sand , but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying,vibrating with mechanical vibrators, finishing, curing etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specificatin and as directed by the departmental officers -the coarse and Fine aggregates to be used should comply with the requirements of IS standards.(No separate payment will be made by the Department for the excess usage of materials)
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Supplying, fabrication and placing in position of mild steel or ribbed tar steel for reinforced cement works including cost of steel binding wire all labour charges for cutting fabrication and placing of rods and other incidental charges etc., complete as per standard specification
21075
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