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| Sl. No. | Item Description |
| 1 | Name of work :- Construction of Road from Bullasamudram to R.Anantapuram Via Kanteepuram in MadakasiraMandal ofSri Sathya SaiDistrict Est.Cost Rs.203.00 Lakhs |
| 2 | Road Portion |
| 3 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 4 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 8 | 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. |
| 9 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excluding GST and seigniorage charges |
| 10 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 11 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges - |
| 12 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing 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 GST and seigniorage charges for finished item of work. |
| 13 | Construction ofsingle row of 1000 mm dia. Pipe culverts -8 Nos |
| 14 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 15 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 16 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 17 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 18 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 19 | Construction of 8 Rowsof 1000 mm dia. Pipe culverts - 1 No. |
| 20 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 21 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 22 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 23 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 24 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 25 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excludingGST and seinorage |
| 26 | Reinforced cement concrete M25 grade (Design Mix) using 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 GST and seigniorage charges (upto 5m height) |
| 27 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 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 and seigniorage charges - For Sub Structures |
| 28 | Road Furniture |
| 29 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 30 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 31 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 32 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 33 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 34 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 35 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 36 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 37 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 38 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 39 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 40 | Name of work :- Construction of Road from Amarapuram to Pulikunta in AmarapuramMandal ofSri Sathya SaiDistrict. Est.Cost Rs.238.00 Lakhs |
| 41 | Road Portion |
| 42 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 43 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 44 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 45 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 46 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 47 | 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. |
| 48 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excluding GST and seigniorage charges |
| 49 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 50 | Construction ofsingle row of 1000 mm dia. Pipe culverts -7 Nos |
| 51 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 52 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 53 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 54 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 55 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 56 | Construction of 8 Rows of 1000 mm dia. Pipe culverts |
| 57 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 58 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 59 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 60 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 61 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 62 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excludingGST and seinorage |
| 63 | Reinforced cement concrete M25 grade (Design Mix) using 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 GST and seigniorage charges (upto 5m height) |
| 64 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 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 and seigniorage charges - For Sub Structures |
| 65 | Road Furniture |
| 66 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 67 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 68 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 69 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 70 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 71 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 72 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 73 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 74 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 75 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 76 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 77 | Construction of Road from Dokkalapalli to Dommarahatti (via), Dommarahatti cross in Rolla Mandal ofSri Sathya SaiDistrict. Est.Cost Rs.231.00 Lakhs |
| 78 | Road Portion |
| 79 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 80 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 81 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 82 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 83 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 84 | 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. |
| 85 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 86 | Construction ofsingle row of 1000 mm dia. Pipe culverts -10 Nos. |
| 87 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 88 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 89 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 90 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 91 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 92 | Road Furniture |
| 93 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 94 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 95 | Facility Information Signs:: Like Eating Places, Resting Place,First Aid post, Toilet, Filling Station, Hospital, Public phone, Police Station |
| 96 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 97 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 98 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 99 | Construction of Road from Jellidikunta to Haresamudram (via) Doddepalli in Madakasira Mandal ofSri Sathya SaiDistrict.Est.Cost Rs.205.00 Lakhs |
| 100 | Road Portion |
| 101 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 102 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 103 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 104 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 105 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 106 | 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. |
| 107 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 108 | Construction ofsingle row of 1000 mm dia. Pipe culverts |
| 109 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 110 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 111 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 112 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 113 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 114 | Road Furniture |
| 115 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 116 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 117 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 118 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 119 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 120 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 121 | Construction of Road from Morebagal road to Chiguthurpi via Gollapalli in Gudibanda Mandal ofSri Sathya SaiDistrict. Est.Cost Rs.287.00 Lakhs |
| 122 | Road portion |
| 123 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 124 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 125 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 126 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 127 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 128 | 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. |
| 129 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 130 | Construction ofsingle row of 1000 mm dia. Pipe culverts -13 Nos |
| 131 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 132 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 133 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 134 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 135 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 136 | Road Furniture |
| 137 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 138 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 139 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 140 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 141 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 142 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 143 | Construction of Road from Halikera Devarahalli to Halikera Devara Halli Thanda (via) Devara halli in Agali Mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District. Est.Cost Rs.136.00 Lakhs |
| 144 | Road portion |
| 145 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 146 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & GST |
| 147 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 148 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 149 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 150 | 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. |
| 151 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excluding GST and seigniorage charges |
| 152 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 153 | Construction ofsingle row of 1000 mm dia. Pipe culverts - 3 No.s |
| 154 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 155 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 156 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 157 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 158 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 159 | Road Furniture |
| 160 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 161 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 162 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 163 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 164 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 165 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 166 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 167 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 168 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 169 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 170 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 171 | Construction of Road from Approach road to Gollamarana halli village in Amarapuram Mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District. Estimate cost Rs.98.00 Lakhs |
| 172 | Road portion |
| 173 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 174 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & GST |
| 175 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 176 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 177 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 178 | 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. |
| 179 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 180 | Construction ofsingle row of 1000 mm dia. Pipe culverts - 3 No.s |
| 181 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 182 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 183 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 184 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 185 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 186 | Road Furniture |
| 187 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 188 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 189 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 190 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 191 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Rectangular of Size 800 x 600 mm Bus stop |
| 192 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 193 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 194 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 195 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 196 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 197 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 198 | Construction of Road from R&B road to Hanumanthanahalli of Rolla mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District. Estimate cost Rs.129.00 Lakhs |
| 199 | Road Portion |
| 200 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 201 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & VAT |
| 202 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 203 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 204 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 205 | 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. |
| 206 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excluding VAT and seigniorage charges |
| 207 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding VAT and seigniorage charges . |
| 208 | Construction ofsingle row of 1000 mm dia. Pipe culverts - 3 No.s |
| 209 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 210 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges. |
| 211 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 212 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 213 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 214 | Road Furniture |
| 215 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 216 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 217 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 218 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 219 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Bus stop Rectangular of Size 800 x 600 mm |
| 220 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 221 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 222 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 223 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 224 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 225 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, |
| 226 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 227 | Construction of Road from Kaderepalli R&B to Kotha Sugali thanda in Madakasira mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District. Est.Cost Rs.108.00 Lakhs |
| 228 | Road Portion |
| 229 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 230 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & VAT |
| 231 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 232 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 233 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 234 | 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. |
| 235 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding VAT and seigniorage charges . |
| 236 | Construction of 1000mm dia Pipe Culverts |
| 237 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 238 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges. |
| 239 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 240 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 241 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 242 | Road Furniture |
| 243 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 244 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 245 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 246 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 247 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 248 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 249 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 250 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 251 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 252 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 253 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 254 | Construction of Road from Madhugiri Road to Kyampuram via Kondampalli, Haresamudram in Madaksira mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District Est.Cost Rs.140.00 Lakhs |
| 255 | Road Portion |
| 256 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 257 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 258 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 259 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 260 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 261 | 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. |
| 262 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excluding GST and seigniorage charges |
| 263 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 264 | Construction ofsingle row of 1000 mm dia. Pipe culverts - 3 No.s |
| 265 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 266 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 267 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 268 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 269 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excaGSTion, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 270 | Road Furniture |
| 271 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 272 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 273 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places |
| 274 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 275 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 276 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 277 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 278 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 279 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 280 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 281 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 282 | Construction of Road From R&B Road to V.Thonasanahalli in Agali Mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District Est.Cost Rs.130.00 Lakhs |
| 283 | Road portion |
| 284 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 285 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & VAT |
| 286 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 287 | Providing and applying primer coat with bitumen emulsion (SS-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 and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 288 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 289 | 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. |
| 290 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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, 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, scareed 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 drawingand Technical Specification Clause 1501 MORD.including overhead charges & Contractors profit but excluding VAT and seigniorage charges |
| 291 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding VAT and seigniorage charges . |
| 292 | Construction ofsingle row of 1000 mm dia. Pipe culverts - 3 No.s |
| 293 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 294 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges. |
| 295 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 296 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 297 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 298 | Road Furniture |
| 299 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 300 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 301 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Circular plate of Size 600 mm At Speed Restricted Places Circular plate of Size 600 mm At Speed Restricted Places |
| 302 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc At T-Intersection of Proposed Road with R&B Road Equilateral triangle of Size 600mm |
| 303 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc At T-Intersection of Proposed Road with R&B Road Equilateral triangle of Size 600mm Bus stop Rectangular of Size 800 x 600 mm |
| 304 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 305 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 306 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 307 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular & TriangularPortion ) Prime Coat+ Tack Coat |
| 308 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete For Speed Breakers ( Rectangular Portion & Triangular )WMM + For Speed Breakers ( Rectangular & Triangular Portion) SDBC 25mm thick Layer |
| 309 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 310 | Construction ofroad from RJ road to SR Hatti in Gudibanda Mandal of Sri Satya Sai @ Puttaparthy erstwhile Ananthapuramu District. Estimate cost Rs.49.00 Lakhs |
| 311 | Road Portion |
| 312 | 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 . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 313 | Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve maximum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 MORD / 305 MORTH. |
| 314 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & VAT |
| 315 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight 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, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 316 | Providing and applying Prime coat with bitumen emulsion (SS-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 profitetc., Complete but Excluding VAT and seigniorage charges for Prime Coat |
| 317 | Providing and applying Tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 profitetc., Complete but Excluding VAT and seigniorage charges for Tack Coat |
| 318 | 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, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with apaver finisherto the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects, including overhead charges & Contractors profit but excluding VAT. |
| 319 | Construction ofShoulders by providingselected earth having 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 withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding VAT and seigniorage charges . |
| 320 | Construction ofsingle row of 1000 mm dia. Pipe culverts - 1 No.in km 0/2. |
| 321 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 322 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT and seigniorage charges. |
| 323 | Providing concrete for plain concrete M 10grade 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 324 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 325 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial includingfixing 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 Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 326 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. |
| 327 | Road Furniture |
| 328 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 329 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc \Circular plate of Size 600 mm At Speed Restricted Places |
| 330 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral Traiangle of Size 600 mm At T-Intersection of Proposed Road with R&B Road |
| 331 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Rectangular of Size 800 x 600 mm Bus stop |
| 332 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 333 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 334 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 335 | Construction of Speed Breakers With Flexible pavementWith an Minimum Width of 3.00 with an parabolic hump of 100mm at Centre at School Zones etc Complete for Rectangular and Triangular portion |
| 336 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, |
| 337 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
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