DMF

Work 1 Construction of BT road from Konakanchi to Bellamkondavaripalem, Penuganchiprolu (M) Est.Rs.200.00 lakhs Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH, including overhead charges & Contractors profit but excluding GST, seigniorage charges.

Work 1 Construction of embankment with approved material deposited at site from road way cutting and excavation from drain (not exceeding 0.6m depth) and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.50 MORD/305 MORTH including overhead charges & Contractors profit but excluding GST, seigniorage charges.

Work 1 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 improved subgrade by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete Including Overheads & Contractors Profit but excluding GST & Seigniorage charges

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 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 per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH, including overhead charges & Contractors profit but excluding GST, seigniorage charges

Work 1 Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.

Work 1 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work.

Work 1 Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work..

Work 1 Construction of improved subgrade and shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete 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 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 M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure (Deck slab) including overhead charges & contractors profit but excluding Seigniorage charges

Work 1 Supplying, fitting, and placing HYSD bar reinforcement in foundation 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 1 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 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 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 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 pipe NP3 class of 1000mm dia for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD, including overhead charges & contractors profit but excluding Seigniorage charges