Panchayat Raj Engineering Department Tender

Road Work;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Road Work;Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete

Road Work;Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+ Manufactured sand (Rock Sand) 50% ) conforming to IS : 383, 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 sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, 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 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Road Work;Vibrated cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification 1500, 1600, 1700 & 2702 as directed by the Engineer-in-Charge for Wearing Coat.

Road Work;Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Road Work;Drinking water supply to Kondareddypally(V) of Kondareddypally (GP)of Vangoor (M) of Nagarkurnool District-Supply and Delivery of HDPE pipes as per IS:8329-2000 with its amendments,including earth work excavtion for pipe line trench in all soils upto SDR except Rock requiring blasting, lowering, laying and jointing of pipe lines true to alignment and gradient, and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete including cost pipes and its specials on HDPE pipeline 75 mm Dia HDPE 6 Kg

Road Work;Supply and Delivery of HDPE pipes as per IS:8329-2000 with its amendments,including earth work excavtion for pipe line trench in all soils upto SDR except Rock requiring blasting, lowering, laying and jointing of pipe lines true to alignment and gradient, and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete including cost pipes and its specials on HDPE pipeline 90 mm Dia HDPE 6 Kg

Road Work;Supply and Delivery of HDPE pipes as per IS:8329-2000 with its amendments,including earth work excavtion for pipe line trench in all soils upto SDR except Rock requiring blasting, lowering, laying and jointing of pipe lines true to alignment and gradient, and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete including cost pipes and its specials on HDPE pipeline 110 mm Dia HDPE 6 Kg

Road Work;Supply and Delivery of HDPE pipes as per IS:8329-2000 with its amendments,including earth work excavtion for pipe line trench in all soils upto SDR except Rock requiring blasting, lowering, laying and jointing of pipe lines true to alignment and gradient, and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete including cost pipes and its specials on HDPE pipeline 140 mm Dia HDPE 6 Kg

Road Work;Supply and Delivery of HDPE pipes as per IS:8329-2000 with its amendments,including earth work excavtion for pipe line trench in all soils upto SDR except Rock requiring blasting, lowering, laying and jointing of pipe lines true to alignment and gradient, and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete including cost pipes and its specials on HDPE pipeline 160 mm Dia HDPE 6 Kg

Road Work;Supply and Delivery of HDPE pipes as per IS:8329-2000 with its amendments,including earth work excavtion for pipe line trench in all soils upto SDR except Rock requiring blasting, lowering, laying and jointing of pipe lines true to alignment and gradient, and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete including cost pipes and its specials on HDPE pipeline 200 mm Dia HDPE 6 Kg

Road Work;Supply and delivery of DI D/F Sluice valves conforming to IS 14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. The Valves shall be tested for (closed end Test) against Hydrostatic test requirement. The operation can be done with hand wheel/cap. ISI Marked.,dismantling joint to suit the pressure class of pipe, construction of RCC valve chambers as per requirement with R CC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of work, but excluding CED and other taxes 80mm dia sluice valve on 75mm HDPE pipline

Road Work;Supply and delivery of DI D/F Sluice valves conforming to IS 14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. The Valves shall be tested for (closed end Test) against Hydrostatic test requirement. The operation can be done with hand wheel/cap. ISI Marked.,dismantling joint to suit the pressure class of pipe, construction of RCC valve chambers as per requirement with R CC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of work, but excluding CED and other taxes 80mm dia sluice valve on 90mm HDPE pipline

Road Work;Providing 15mm dia House Service Connection as per standard specification including the cost of the materials like PP Clamp Saddle comply with AS/NZS 4793 or relevant international standards Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt washer. Maximum working pressure rating of 10 bar, Compression Fittings ( FTA & FTO) Elbows, MDPE pipe PN-12.5, S&F of 15 mm brass body CP finish bib tap, S& F 15 mm Nominal Bore GI pipe Medium Grade , S&F of tamper proof house hold non return cum flow control valve , including lowering, laying and jointing including earth work excavation and refilling the pipe line trench after laying the pipe line etc complete as directed by departmental officer for finished item of work ( As per SSR 2024-25 ) 75mm Dia Saddle

Road Work;Providing 15mm dia House Service Connection as per standard specification including the cost of the materials like PP Clamp Saddle comply with AS/NZS 4793 or relevant international standards Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt washer. Maximum working pressure rating of 10 bar, Compression Fittings ( FTA & FTO) Elbows, MDPE pipe PN-12.5, S&F of 15 mm brass body CP finish bib tap, S& F 15 mm Nominal Bore GI pipe Medium Grade , S&F of tamper proof house hold non return cum flow control valve , including lowering, laying and jointing including earth work excavation and refilling the pipe line trench after laying the pipe line etc complete as directed by departmental officer for finished item of work ( As per SSR 2024-25 ) 90mm Dia Saddle

Road Work;Providing 15mm dia House Service Connection as per standard specification including the cost of the materials like PP Clamp Saddle comply with AS/NZS 4793 or relevant international standards Mechanical tapping saddles for water works purposes and designed for use with PVC/PE pipe as per IS 4985/ IS 4984 respectively. These saddles should be contoured to fit around the pipe. PP Saddles shall be blue with moulded SS female threaded outlets. Seal shall be thermoplastic elastomer rubber suitable for drinking water and SS nut-bolt washer. Maximum working pressure rating of 10 bar, Compression Fittings ( FTA & FTO) Elbows, MDPE pipe PN-12.5, S&F of 15 mm brass body CP finish bib tap, S& F 15 mm Nominal Bore GI pipe Medium Grade , S&F of tamper proof house hold non return cum flow control valve , including lowering, laying and jointing including earth work excavation and refilling the pipe line trench after laying the pipe line etc complete as directed by departmental officer for finished item of work ( As per SSR 2024-25 ) 110mm Dia Saddle

Road Work;CC pedastals to base of GI taps for stability (Size 0.3x0.3x0.3)