Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Eprocure
Opening Date29 Jul 2020
Closing Date18 Aug 2020
Tender Amount₹ 1,00,00,000 
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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 10square 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-5 Specifications

5040

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Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS1) for 10square 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-5 Specifications

5040

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Providing and laying Tack Coat of 2 kgs/10 sqm over the existing BT surface treated with primer using 2 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous Emulsion, including labour charges for applying the required quantity of bituminous binder as Tack coat manually etc., complete as per 503 of MORTH Rev- 5 Specifications

4740

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Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.

489

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Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste from garbage collected at free of cost (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 40 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power roller to the required density etc., ,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.

294

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per standard specifications.

400

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Providing and fixing reflective road studs of 'category B' Raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels (bi-convex reflectors) with micro prismatic lens capable of providing total nternal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH.33023 / 10 / 97-DO.III dt 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15mm and 90 mm and base of marker shall be flat within 1.3mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro -reflectory surface shall not be less than 13.0 sq.cm. The slope or retro - reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MoRT&H circular and tow eylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.

200

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Providing and fixing of Retro Reflectorised Cautionary, mandatory and informatory signs (with of without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to IRC 67 - 2010 and ASTM D 4956 - 09 Type IV specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25 X 25 X 3mm Mild steel angle and supported on a mild steel angle iron post 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm and 60cm below Ground level etc, complete including 7 year warranty for the Retro Reflective Sheeting as per 6.9 of IRC 67: 2010 specification (As per MoRTH specification No. 801) - 60cm Circular

10

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Raising of Manholes up to the present road level by providing RCC column etc., complete standard specification.

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