State Industries Promotion Corporation Of Tamil Nadu Limited Tender

Forming embankment by conveying earth from borrowed area outside the complex with a lead of 5 Km having CBR Value not less then 10% which has to compacted properly and fomr a stable embankment inlcuding cost, loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by Power roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 200m compacted thickness, breaking clods, watering with all leads for water compacting to 97 % proctor density for the soil below the top of 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of oner per cent (1%) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with vibratory roller rolling and other construction equipements approved by Engineer - in charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc. complete as per MORT & H standard specification for road Embankment with a lead of 5Km etc and as directed by SIPCOT Officers.

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 125mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 and as directed by SIPCOT Officers.

Providing and laying prime coat over WBM/WMM surface using 7 Kg of emulsion bitumen (SS 1) per 10 Sq.m for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc. complete as per clause 502 of MORTH Rev.5 and as directed by SIPCOT Officers.

Providing and laying tack coat over WBM/WMM surface (treated with primer) using 2.50 Kg of bitumen emulsion (RS 1) per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 and as directed by SIPCOT Officers.

Providing and laying 50mm compacted thickness Dense Bituminous Macadam using 0.40 cum of 37.50 - 13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG 30 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site , heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti 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 75mm with mechanical paver to the specified grades and cross sections and compaction by 8-10 tonnes power roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9m paver finisher, vibratory /Pneumatic roller and all other tools and plants required, including fuel and all other incidental charegs etc., incidentakl charegs etc., complete as per specification using CMP as per clause 505 of MORTH Rev. 5 and as directed by SIPCOT Officers.

Providing and laying tack coat over Existing BT surface using 2 Kg of bitumen emulsion (RS 1) per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 and as directed by SIPCOT Officers.

Providing and laying 30mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 30 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officers.

Supplying & laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the SIPCOT Officials.

Providing and laying of hot applied thermo plastic compound 2.5 mm thick including refletorising glass beads @ 250 gms per Sq.m. area , thickness of 2.50 mm is 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 MORTH Specification No. 803 and as directed by SIPCOT officers.

Providing and fixing of retro reflectorised cautionary mandatory and informatory sign type-IV standard as per IRC 67 - 2001 made of high intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting 2.0 mm thick aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm MS angle and supported on a mild steel iron post 75mm x 75mm x 6mm with clear height of less than 2.10M from the ground level to the bottom of the sign board and 0.60M below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 cm, 60cm below GL etc., complete as per MORT & H specification No. 801 60cm equilateral triangle and as directed by SIPCOT officers.

Providing and fixing of Road stud 100 x 100 mm , diecast in Aluminium resistant to corrosove effect of salt and Grit, fitted with lense reflectors , installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar etc, complete as per BS: 873 (PART-4) 1973 and as directed by SIPCOT officers.

Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)

Added GST of 18%