Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Eprocure
Opening Date8 Nov 2019
Closing Date14 Nov 2019
Tender Amount₹ 2,00,00,000
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MAWS_144696_1Bid Award Id
ViewTender No
2359/2019/E1Tender 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 and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications
16876
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Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications
16876
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Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
845
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Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding theshredded plastic 10% of bitumen quantity 5.03kg (50.030 X 10%=5.03Kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27kgs of hot bitumen VG30 bitumen 160 degree celcious 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix in the required temperature for to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
508
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Earthwork excavating and depositing on bank with initial lead of 10 metres and lift of 2 metres in all kinds of soil except medium rock, dense medium rock and hard rock requiring blasting including refilling the sides of foundation with excavated earth in layers of 15 cm thick, watering and consolidation and depositing the surplus earth with in the compound in places as shown by the departmental officers with initial lead and lift, cleaning, leveling the site etc., complete complying with standard specifications
12
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Plain cement concrete 1:4:8 (One cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing charges for mixing, laying, compacting and curing etc. complete as per Standard
8.5
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Supplying and errecting of steel centring for sides and soffits including supports and struting complete upto 3.29m height and plane surfaces such a RCC slabs rectangular Beam,TEE or ELL Beam Lintels , Bed blocks, Staircase waist and landing beams, canopy etc., with all cross brassings using mild steel sheets of size 25x25x3mm for boarding and over silver oak(cw) joists of size 10x6.5cm spaced at about 90cm c/c and supported by causrina props of 10 to 13 cm dia spaced at 75cm c/c etc., complete complying with standard specification and as dirrected.
40
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Plain cement concrete 1:2:4(one cement two sand and four aggregates) using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, Laying,compacting and curing etc., complete as per specification.
15
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Supplying, fabricating and placing in position of mild steel (or) Ribbed tor steel rods of required size for reinforcement of all RCC work including cost of steel rods, binding wire and labour charges and incidental charges for cutting & bending rods, tieing into grills, placing in position etc., complete as directed by the departmental officers. (TNBP No:15886)
900
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Reinforced Cement concrete 1:1.5 :3 (one cement, one and half sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete.
10.9
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Providing and errecting direction and place identification retro- reflectorised sigh as per IRC : 67-2010 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.50mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75X75X6mm firmly fixed to the ground by means of properly designed formation with M15 grade cement on size 45X45X60cm, 60cm below ground level as per approved drawing.
1
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Road marking with Hot applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous surface. Providing and laying of Hot applied Thermoplastic compound 2.50mm thick including Reflectorising Glass Beads at 250gms per Sqm area, thickness of 2.50mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes.
100
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