DMF

Work 1 Construction of CC road and drians from village center to ZP High school at Poachampalli (V), Jaggaiahpeta (M) Est.Rs.100.00 lakhs Scarifying existing granular surface to a depth of 50mm as per technical specification clause 301.4. MORD Including Overhead charges & Contractor's Profit @ 13.615% but excluding GST

Work 1 Construction of granular sub-base by providing well graded material with Grading- III material (HBG M/C + Stone dust) CBR value not less than 20 and PI value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per Technical Specification Clause 401 MORDIncluding Overheads & Contractors Profit but excluding GST & Seigniorage charges

Work 1 Construction of un-reinforced, without dowel joint description, 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 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 and plate vibrators and finished in continuous operation including provision of contraction joints, applying primer, sealant, dowel bars, 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 Overheads & Contractors Profit but excluding Seigniorage charges

Work 1 Construction of un-reinforced, without dowel joint description, 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 M20 (Grade), coarse and fine aggregates 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 and plate vibrators and finished in continuous operation including provision of contraction joints, applying primer, sealant, dowel bars, 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 Overheads & Contractors Profit but excluding Seigniorage charges

Work 1 Construction of sub grade and earthen shoulders by selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted OMC with vibratory roller of 80 to 100 kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MORD/305 MORTH by using machinery. including overhead charges & Contractors profit but excluding GST and Seignorage Charges

Work 1 Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including settling out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material as per technical specification 305 MORD / 304 MORTH including overhead charges & contractors profit but excluding Seigniorage charges.

Work 1 Filling with sand in trenches, sides of foundation and basement with intial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidential, labour charges, hire charges of T&P etc,. complete for finished item of work (APSS NO.309 and 310) Including Overheads charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 1 Providing concrete for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 & 2100 MORTH including overhead charges & contractors profit but excluding Seigniorage charges

Work 1 Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & contractors profit but excluding Seigniorage charges

Work 1 Providing and laying reinforced cement concrete in Substructure as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH RCC grade M25 (MORD) for Design Mix (Using concrete Mixer) for Deck slab including overhead charges & contractors profit but excluding Seigniorage charges

Work 1 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded, including overhead charges & contractors profit etc. complete for finished item of work.

Work 2 Construction of CC roads and drains in Vedadri village , Jaggaiahpetan (M) Est.Rs.30.00 lakhs Scarifying existing granular surface to a depth of 50mm as per technical specification clause 301.4. MORD Including Overhead charges & Contractor's Profit @ 13.615% but excluding GST

Work 2 Construction of sub grade using suitable local selected soil aggregate spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC and compaction with three wheel 80 -100 KN static roller capacity to achieve the desired density complete as per (Table 2.3 of IRC SP 77-2008) specificaions Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Construction of un-reinforced, 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 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, and plate vibrators and finished in continuous operation including provision of contraction primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Construction of shoulders with local selected Material including cost and coveyance of all materials and labour charges etc Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Earth work excavation for Structures as per drawing and technical specifications clause 305.1 including stting out , construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50m' dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical Specifications complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308) Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST.

Work 2 Filling with sand in trenches, sides of foundation and basement with intial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidential, labour charges, hire charges of T&P etc,. complete for finished item of work (APSS NO.309 and 310) Including Overheads charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Providing concrete for plain concrete M10 in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Plain cement concrete M15 Nominal Mix in sub structures using 40 mm,20mm & 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST