Chidambaram Municipality-agecode007 has published Tender For Chidambaram Municipality - Providing Bt Surface To Kannusamy Nagar,Gn Nagarnataraja Garden Siva Siva Nagararanganathannagar,Annai Nagar. Submission Date for this Tender is 12-07-2023. Road Work Tenders in chidambaram Tamil Nadu. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. |
2 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - IV No. 111,112,401,900 |
3 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. |
4 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS1) 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 |
5 | 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 (RS1) 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 |
6 | 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 |
7 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-9.50mm graded metal, 0.17 cum of 9.50-2.36mm graded metal and 0.26 cum of 2.36mm & below metal by adding theshredded plastic 10% of Bitumen quantity (50.30x10%=5.03kg) shredded plastic waste (Free of cost) over the aggregate heated to 170 degree celcious in the central hot mix plant, mixed well with 45.27 Kgs of hot bitumen VG30 Bitumen (160 degree celcious) 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminous concrete including the cost of materials and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temprature in central hot mix plant 20-30 tonnes capacity conveying the mix by tipper trucks to paver to the specifiedgrades and cross sections and consolidated by 80-100 KN Viboratory Roller/ Pneumatic roller to therequired density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 TCMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher Vibratory/ Pneumatic rollers and all other tools and plantsrequired, including all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH REV-5 specifications |
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