DMF

Work 1 Construction of BT road to Mytri at Penuganchiprolu(V)&(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 improved subgrade/shoulders by proviidng selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery etc, complete for finished item of work. Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & 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 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 bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading (19 mm nominal size) as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

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 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 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 Construction of Wing wall to 2.00m One vent slab culvert at Km 5/440 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 Construction of 1000mm dia pipe culvert at Km 0/0 and 1/200 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

Work 1 Reinforced cement concrete M15 grade ordinary KM Stone of standard design as per IRC 8 fixing in position including painting and printing etc., complete as per drawings technical specification clause 1703 MORD/804 MORTH including cost of materials, conveyance, Royalities, taxes, labour, T&P painting etc. complete including overhead charges & Contractors profit but excluding GST and seigniorage charges

Work 1 Reinforced cement concrete M15 grade 200 mts HM Stone of standard design as per IRC 8 fixing in position including painting and printing etc., complete as per drawings technical specification clause 1703 MORD/804 MORTH including cost of materials, conveyance, Royalities, taxes, labour, T&P painting etc. complete including overhead charges & Contractors profit but excluding GST and seigniorage charges

Work 1 Providing & fixing of typical Informatory sign board as per MORD specifications and drawing. Three MS plates of 1.6mm thic, top and middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2Nos 75mmx75mm of 12SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamondplate will be welded to middle plate by 47mmX47mmof 12 SWGsheet tube. All M.S will be stove enamled on both sides . Letterig and printing arrows , borders etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawign clause 1701 and annexure 1700.1 including overhead charges & Contractors profit but excluding GST and seigniorage charges

Work 1 Providing and erecting direction and place identifications of semi reflective sign boards more than 0.9 sqm size board as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD including cost, conveyance, taxes of all materials required & fixing at site as per approved drawings & direction of Engineering in chare for Information borad of size 1500mm x 900mm, including Overheads & Contractors Profit but excluding Seigniorage charges

Work 1 Providing & Fixing of semi-reflective cautionary, mandatory and informatory sign boards as per IRC : 67 made of 1.5mm thick MS sheet duly stove white colour infront and gray colour on back with red reflective border of 65mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47X47mm of 12SWG sheet tube firmly fixed to ground by means of propoerly designed fourndation with M-15 grade CC 450X450X600mm, 600mm below ground level as per approved drawings and technical specification clause 1701.2.2 of MORD including overhead charges & Contractors profit but excluding GST and seigniorage charges.

Work 2 Construction of Culvert across vagu on Thotacherla sanagapadu road, Penuganchiprolu (M) Est.Rs.50.00 lakhs 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 in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH 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 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 Reinforced concrete M-25 Grade (Design Mix) Using 20 & 10 MM mechanically mixed in foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH for Raft 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

Work 2 Reinforced concrete M-25 Grade (Design Mix) Using 20 &10 MM mechanically mixed in substructure complete as per drawing and techincal specification clauses 802, 804, 805, 806, 807, 1202 & 1206 MORD and 1500, 1700 & 2200 MORTH, including contractor profit & over head charges but excluding GST and seinorage etc, complete (UP to 5 M height) for side walls Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Reinforced concrete M-25 Grade (Design Mix) Using 20 &10 MM mechanically mixed in superstructure complete as per drawing and techincal specification clauses 800, 1401.4.1 & 1401.4.2 MORD and 1500, 1600 & 1700 MORTH, including contractor profit & over head charges but excluding GST and seinorage etc, complete (UP to 5 M height) for slab Including Overhead charges & Contractor's Profit @ 13.615% but excluding seigniorage charges & GST

Work 2 Construction of sub grade using suitable local selected earth speading 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 80-100KN static roller capacity to achieve the desired density, complete as per Technical Specification Contained in IRC SP 77-2008 Including Overheads & Contractors Profit but excluding GST & Seigniorage charges

Work 2 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 2 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 but excluding GST.

Work 2 Cost & Supply of MS Grills including Cost & Conveyance to work spot and Fabrication charges of steel like cutting Rods,Welding grills ,placing in position etc. complete Including Overhead charges & Contractor's Profit @ 13.615% but excluding GST

Work 3 Construction of Pipe culvert near the Bridge at Penuganchiprolu(V)&(M) Est.Rs.26.00 lakhs 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 3 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 3 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 3 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 3 Providing and laying reinforced cement concrete pipe NP3 class of 1000mm dia Right sdie 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

Work 3 Providing and laying reinforced cement concrete pipe NP3 class of 1000mm dia Left side 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

Work 4 Construction of CC Road cum Drain from Kakani Jaggaiah(H) to Jammichettu Ramalayam at Cinema hall centre Penuganchiprolu (V)&(M) Est.Rs.15.00 lakhs Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per technical specification clause 301.4. MORD Including Overhead charges & Contractor's Profit @ 13.615% but excluding GST

Work 4 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 Overheads & Contractors Profit but excluding GST & Seigniorage charges

Work 4 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 4 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 4 Construction of shoulders with local selected material including cost and conveyance of all materials and labour charges etc. including overhead charges & Contractors profit but excluding GST and Seignorage Charges

Work 4 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 4 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 4 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 - PCC M10

Work 4 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 - PCC M15

Work 4 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 4 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.