Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Jul 2022
Closing Date12 Aug 2022
Tender Amount₹ 44,58,000
Costs
EMD
₹ 44,580Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MAWS_244869_1Bid Award Id
ViewTender No
695/2022/Surandai BT RoadTender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
Providing BT Road at Sundharapandiyapuram road to Hindhu Nadar Burial Ground Street UNICODE170022R277 Surandai Municipality Tender Notice
Providing BT Road at Sundharapandiyapuram road to Hindhu Nadar Burial Ground Street UNICODE170022R277 Surandai Municipality Tender Schedule
BOQ Items
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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
1625
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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
79.75
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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 8% of bitumen quantity 4.02kg (50.030 X 8%=4.02Kg) 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.
48.25
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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.
74
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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
205.5
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Laying Plain cement concrete 1:4:8 ( One cement four sand and eight aggregate ) using 40 mm ISS Hard Broken granite stone jelly for foundation and basement including watering if found necessary and laid in layers of 15 cm thick, and consolidated including curing, cost and conveyance of all metarials to work site, all labour and incidental charges etc., complete complying with standard specifications
24.5
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Plain cement concrete 1:2:4 ( one cement, two sand, and four coarse aggregate ) using 20 mm ISS hard broken granite stone jelly for all plain cement concrete works excluding cost of shuttering, and centering including all labour charges and incidental charges for cost and conveyance of all materials to work site, mixing and laying concrete, finishing the surface nearly rough, compacting using vibrators, curing etc., complete complying with standard specification
138.5
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Providing steel centering for sides and soffits including supports and strutting upto 1:10/1:20 up to 3.29m height for plain surfaces such as RCC slabs, rectangular beams, Tee beams, bed blocks, culvert body walls, deck slabs, retaining walls, staircase, Landing slab, landing beams, canopy etc., with all cross bracings using mild steel sheets of size 90 mm X 60 mm X 10 gauge stiffened into welded mild steel angles of size 25 mm X 6 mm for boarding laid over silver oak ( country wood ) joists of size 10 cm X 6.5 cm spaced at 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at 15 cm c/c including cost of nails, ropes, all labour charges and incidental charges etc., complete complying with standard specification For Drain
902.5
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Manufacturing, supply and fixing of Retro-Reflective road name Sign board single arrow of size 1.20X0.60m made out of wide angle cube corner micro prismatic grade sheeting confirming to IRC 67:2010 & Type XI Standards of ASTM D 4956-09 Specification and fixed over 2mm thick Aluminium sheet and back support frame of 25X25X3mm MS angle. Frame supported by 38 OD Stainless steel pipe vertical post with wall thickness of 2mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30X30X45Cm etc complete. The information message shall be made out of cut out letters in Blue colour transparent overlay film as per IRC 67-2010 Guidelines. 7years warrenty for Retro-Reflective sheeting from the year outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor
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