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| 1 | EASTERN KUTCHERY ROAD ACROSS.ABU NALA |
| 2 | AR - Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Culting of trees. including cutting of trunks, branches and removal of stumps & roots, refilling compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (B) Lead up to 1000m or as directed by the Engineer. Girth above 600 mm to 900 mm |
| 3 | AR - Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps: Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (B) Lead up to 1000m or as directed by the Engineer. Girth above 900 mm to 1800 mm |
| 4 | DSR NO. 15.7.4 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar (2060.20x.7418=1528.25) |
| 5 | DSR-2023/15.3 -Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (3551.25 x 0.7418 =2634.32) |
| 6 | DSR/15.59 - Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre as per direction of Engineer-in-charge (7418 x 312.15) |
| 7 | (DSR) 2023/ No - 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil 0.00 Το 1.50M. Depth - (177.50x.7418) =131.669) |
| 8 | AR - Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per per Technical Specification Clause 305 of section 300 or as directed by the Engineer |
| 9 | AR- Wet Mix Macadam using by Grader Providing. laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as Technical Specification Clause 406 or as directed by the Engineer |
| 10 | AR- Tack Coat: Providing and applying single tack coat with low viscosity Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom and Technical Specification clause 501 and 503 or as directed by the Engineer |
| 11 | AR- Bituminous Concrete-II: Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects or as directed by the Engineer. |
| 12 | AR- Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground complete as per Technical Specification Clause 805 and confirming toIRC-79 and the drawings and/or as directed by the Engineer.(a) Rectangular Hazard Marker 300mmx900 mm |
| 13 | DSR/16.65 - Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.(0.7418 X 904.20 ) |
| 14 | DSR-2023/item no. 16.62 - Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.(747.80x.7418=554.718) |
| 15 | DSR-2023/item/16.50 - Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.(0.7418 X 206.30)_ |
| 16 | AR- Providing and laying in position Plain Cement Concrete M15 in levelling course below open foundations complete as per drawings and Technical Specifications Sections 1700 and 2700 and/or as directed by the Engineer. |
| 17 | AR- Providing and laying in position Concrete in Reinforced Cement Concrete M30 in Box on Ground Bridge and return/retaining walls including centering and shuttering but excluding cost of reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and/or as directed by the Engineer. |
| 18 | DSR/NO/5.22.A.6/-Providing, laying & fixing in position thermo-mechanically treated HYSD Fe 500D grade reinforcement bars in crash Barrier complete as per drawings and Technical Specifications Section 1600 and/or as directed by Engineer .DSR/NO/5.22.A.6/-Providing, laying & fixing in position thermo-mechanically treated HYSD Fe 500D grade reinforcement bars in crash Barrier complete as per drawings and Technical Specifications Section 1600 and/or as directed by Engineer .(0.7418 X 107.85) |
| 19 | AR- Providing and fixing in position Asphaltic Plug joint under supervision of manufacturers specialist complete as per drawings and Technical Specifications Section 2600 and/or as directed by the Engineer. |
| 20 | AR- Providing and laying in position Type 2 Bituminous Wearing Coat over deck slab complete as per drawings and Technical Specification sections 500, 2700 and/or as directed by the Engineer. |
| 21 | AR-Providing and fixing in position drainage spouts complete as per drawings and Technical Specifications Clause 2705 and/or as directed by the Engineer. |
| 22 | AR-Providing and laying in position Reinforced Cement Concrete Grade M40 crash barrier / high containment crash barrier including centering, shuttering, but excluding cost of reinforcement complete as per drawings and Technical Specifications sections 1500, 1600, 1700, 2700 and/or as directed by the Engineer. |
| 23 | SOR Meerut Circle Page-8, Sl. No. 39 A - Providing and laying back filling behind abutments, splayed wing walls, return wall ,box cell structures or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications Clause 305 and Appendix-6, IRC:78-2014 and/or as directed by Engineer with properties: (a) c =0, (b) F >= 30o, (c) g = 1.8t/m3 |
| 24 | DSR/NO13.52.2 - Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: On concrete work (7418 X 235.15) |
| 25 | AR - Floor Protection Works as per drawing and Technical Specifications Sections 1500,1700 and 2500, and as directed by Engineer: 150 thk. Flat stone apron embedded in 300 thk. Concrete of grade M 15 |
| 26 | AR - 9.06 A Case II Plain Cement Concrete (PCC M15) between pipes complete as per Drawings (Diversion Work) |
| 27 | AR - Well graded Stone Blast Granular material for cradle below pipe NP4 (For Diversion Work) |
| 28 | AR - 9.04B Laying RCC Pipe NP4/ Prestressed Concrete Pipe of dia 1200 mm on first class bedding in double row (For Diversion Work) |
| 29 | MR - Carrying out sub soil investigation / confirmatory boreholes at specified foundation locations before commencement of construction, except in case of well foundation where confirmatory boring shall be carried out before bottom plugging for confirmation of strata at base of well foundation complete as per drawings and Technical Specifications section 2400 or as directed by Engineer. |
| 30 | MANGAL PANDEY NAGER TO LOKORIYA ROAD ACROSS ABU NALA |
| 31 | DSR/2023/ 2.31 - Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared..(17.60x 0.7418=13.05) |
| 32 | DSR NO/15.7.4 - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar (2060.20x.7418=1528.25) |
| 33 | DSR-2023/15.3 -Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (3551.25 x 0.7418 =2634.30) |
| 34 | DSR/23/15.59 -Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. (0.7418 x 420 = 311.56) |
| 35 | DSR/ 2023/ No - 2.6.1 - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil 0.00 Το 1.50M. Depth - (177.50x.7418) =131.669) |
| 36 | AR- Construction of Subgrade and Earthen Shoulders: Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, as per Technical Specification Clause 305, 408 of section 300, 400 or as directed by the Engineer. |
| 37 | AR- Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per per Technical Specification Clause 305 of section 300 or as directed by the Engineer. |
| 38 | AR - Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 39 | AR - Wet Mix Macadam using by Grader: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as Technical Specification Clause 406 or as directed by the Engineer. (For Diversion Work) |
| 40 | AR - Prime Coat: Providing and applying single primer coat with low viscosity bitumen emulsion (SS-1 grade) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means and Technical Specification clause 501 and 502 or as directed by the Engineer. |
| 41 | AR - Tack Coat: Providing and applying single tack coat with low viscosity Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom and Technical Specification clause 501 and 503 or as directed by the Engineer. |
| 42 | AR - Dense Graded Bituminous Macadam-II: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. or as directed by the Engineer. |
| 43 | AR - Bituminous Concrete-II: Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects or as directed by the Engineer. |
| 44 | AR - Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground complete as per Technical Specification Clause 805 and confirming toIRC-79 and the drawings and/or as directed by the Engineer.(a) Rectangular Hazard Marker 300mmx900 mm |
| 45 | DSR/16.65 - Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.(0.7418 X 904.20 ) |
| 46 | AR - Providing and laying in position Reinforced Cement Concrete Grade M40 crash barrier / high containment crash barrier including centering, shuttering, but excluding cost of reinforcement complete as per drawings and Technical Specifications sections 1500, 1600, 1700, 2700 and/or as directed by the Engineer. |
| 47 | DSR-23/16.62 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 827.25x0.7418=554.70 |
| 48 | DSR-2023/item/16.50 - Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.(0.7418 X 206.30) |
| 49 | AR - Providing and laying in position Plain Cement Concrete M15 in levelling course below open foundations complete as per drawings and Technical Specifications Sections 1700 and 2700 and/or as directed by the Engineer. |
| 50 | AR - Providing and laying in position Concrete in Reinforced Cement Concrete M30 in Box on Ground Bridge and return/retaining walls including centering and shuttering but excluding cost of reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and/or as directed by the Engineer. |
| 51 | DSR/5.22/A.6 - Providing, laying & fixing in position thermo-mechanically treated HYSD Fe 500D grade reinforcement bars in crash Barrier complete as per drawings and Technical Specifications Section 1600 and/or as directed by Engineer .(0.7418 X 107.85) |
| 52 | AR- Providing and laying in position Type 2 Bituminous Wearing Coat over deck slab complete as per drawings and Technical Specification sections 500, 2700 and/or as directed by the Engineer. |
| 53 | AR - Providing and fixing in position drainage spouts complete as per drawings and Technical Specifications Clause 2705 and/or as directed by the Engineer. |
| 54 | AR - Providing and laying in position Reinforced Cement Concrete Grade M40 crash barrie high containment crash barrier including centering, shuttering, but excluding cost of reinforcement complete as per drawings and Technical Specifications sections 1500, 1600, 1700, 2700 and/or as directed by the Engineer. |
| 55 | SOR Meerut Circle Page-8, Sl. No. 39 A - Providing and laying back filling behind abutments, splayed wing walls, return wall ,box cell structures or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications Clause 305 and Appendix-6, IRC:78-2014 and/or as directed by Engineer with properties: (a) c =0, (b) F >= 30o, (c) g = 1.8t/m3 |
| 56 | DSR/13.52.2 - Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: On concrete work (0.7418 X 235.15) |
| 57 | AR - Floor Protection Works as per drawing and Technical Specifications Sections 1500,1700 and 2500, and as directed by Engineer: 150 thk. Flat stone apron embedded in 300 thk Concrete of grade M15 |
| 58 | AR - 9.06 A Case II Plain Cement Concrete (PCC M15) between pipes complete as per Drawings Diversion Work |
| 59 | AR - Well graded Stone Blast Granular material for cradle below pipe NP4 (For Diversion Work) |
| 60 | AR - 9.04B Laying RCC Pipe NP4/ Prestressed Concrete Pipe of dia 1200 mm on first class bedding in double row (For Diversion Work) |
| 61 | AR - Providing and fixing in position Asphaltic Plug joint under supervision of manufacturers specialist complete as per drawings and Technical Specifications Section 2600 and/or as directed by the Engineer. |
| 62 | MR - Carrying out sub soil investigation / confirmatory boreholes at specified foundation locations before commencement of construction, except in case of well foundation where confirmatory boring shall be carried out before bottom plugging for confirmation of strata at base of well foundation complete as per drawings and Technical Specifications section 2400 or as directed by Engineer.AR - 9.06 A Case II Plain Cement Concrete (PCC M15) between pipes complete as per Drawings (Diversion Work)AR - Providing and laying in position Reinforced Cement Concrete Grade M40 crash barrie high containment crash barrier including centering, shuttering, but excluding cost of reinforcement complete as per drawings and Technical Specifications sections 1500, 1600, 1700, 2700 and/or as directed by the Engineer. |
