Tender For Special Repair Work Of Bhoopkheda Link Road. - Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. (Excluding GST) 2 Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density. (Excluding GST) 3 Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of0.7 kg/sqm using mannual means. (Excluding GST) 4 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mmgrit @ 1.80cum. per 100 sqm , 11.2 mm. grit @ 0.90cum per 100 sqm using penetration grade bitumen 146 kg per 100 sqm.including cost of labour at plant and laying site as required and T&P etc but excluding cost of bitumen , Hire charges of plant, Transportation of mix material with tipper and laying with paver finisher finished to required level and grades as per Technical Specification Clause 508.and inclunding tack coat over Bituminious surface. (Excluding GST) 5 Providing, laying Seal coat Type C over P.C. surface with crushed stone chipping 6.7 mm. nominal size @ 0.90cum per 100 sqm using penetration grade bitumen VG-10 @ 0.65 kg per 100 sqm.including cost of labour at plant and laying site as required and T&P etc but excluding cost of bitumen, Hire charges of plant, Transportation of mix material with tipper and laying with paver finisher finished to required level and grades as per Technical Specification Clause 510. (Excluding GST) 6 Construction of embankment with approved material obtained from availble land as permitted and approved byEngineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1,with all liftsand leads,spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5. (Excluding GST) 7 Constructionof plaincementconcretepavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. (Excluding GST) 8 Construction of subgrade with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as perTechnical Specification Clause 301.5 complete in all respects.(Including all material, labour & T&P (Excluding GST) 9 Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Excluding GST) 10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm (nominal size)) as per S.I. No. 4.1.6 (Excluding GST) 11 Laying reinforced cement concrement pipe 350mm for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (Excluding GST) 12 Brick work with common burnt clay (non modular) bricks of class - 150 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand) as per S.I. No. 6.1.1 (Excluding GST) 13 Providing and laying reinforced cement concrete M 20 gradein superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 (Excluding GST) 14 Plastering with cement mortar (1:4)12 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204(Excluding GST) 15 Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 (Excluding GST)
