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| 1 | Part\"A\" Macadamization of road from Nanoti Kanyar to Rajput Mohalla Ram Singh and others W.no. 7 Panchayat Khoon under Cities & Town 2025-26. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.60% in All kinds of soil & 40% in Ordinary Rock |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres 100% Qty. in All kinds of soil. |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 6 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 7 | Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) |
| 8 | Supplying and stacking crusher Dust at site. |
| 9 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm. |
| 10 | Providing and laying bituminous macadam using crushed stone aggregatesof specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 11 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent |
| 12 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 13 | Berm filling by way of providing, laying, watering & compacting in layers not exceeding 200 mm thick with 80-100 KN roller, river bed material free of organic material mixed with coarse aggregate, round Nallah shingle max agg. Size 75 mm including carriage from source to site of work including of all leads & lifts complete. |
| 14 | Providing and fixing Display sign board made up of MS Angle or MS Pipe with MS Sheet at Top including writing, painting etc complete as per the directions of the Engineer-In-Charge. |
| 15 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 16 | Carriage of sand avg. lead 35 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 17 | Carriage of Stone Aggregate below 40 mm nominal size avg. lead upto 25 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 18 | Carriage of Stone Aggregate 40 mm and above nominal size avg. lead upto 25 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 19 | Carriage of Crusher/ Stone Dust avg. lead upto 25 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 20 | Part \"B\"Macadamization of Majalta Link Road (in Stretches) (km 1st to 2nd)under Cities & Town 2025-26. |
| 21 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 22 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 23 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 24 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 25 | Supplying and stacking crusher Dust at site. |
| 26 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm. |
| 27 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On Bituminous surfaces. @ 0.50 Kg/sqm. |
| 28 | Providing and laying bituminous macadam using crushed stone aggregatesof specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 29 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent |
| 30 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 31 | Providing and applying 2.5mm 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, drivenby experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications |
| 32 | Berm filling by way of providing, laying, watering & compacting in layers not exceeding 200 mm thick with good earth. |
| 33 | Manufacturing supplying and fixing retro reflective overhead signageboards made up of 2mm thick aluminum sheet, face to be fully coveredwith high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 asapproved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means ofsuitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c allalong the periphery as well as in two vertical rows along with theftresistant measures including the cost of painting with two or more coats ofepoxy paint in grey colour on the back side of aluminum sheet includingappropriate priming coat. The rate includes the cost of rounding off thecorners, lowering down the structural frame work from the gantry,fixing and erecting the same in position all complete as per drawing,specification and direction of Engineer-in-charge (Structural frame workincluding M.S. plate to be provided separately. Rectangular area of thesheet only shall be measured for payment). Overhead informatory road signage. |
| 34 | Carriage of sand avg. lead 10 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 35 | Carriage of Stone Aggregate 40 mm and above nominal size avg. lead upto 10 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 36 | Part \"C\"Macadamization of link road from main road to Shamshan Ghat Devi Bani under Cities & Town 2025-26. |
| 37 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 38 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 39 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 40 | Supplying and stacking crusher Dust at site. |
| 41 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M. @ 0.75 Kg/sqm. |
| 42 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On Bituminous surfaces. @ 0.50 Kg/sqm. |
| 43 | Providing and laying bituminous macadam using crushed stone aggregatesof specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 44 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG-30 with no solvent |
| 45 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 46 | Providing and applying 2.5mm 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, drivenby experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge andaccordance with applicable specifications |
| 47 | Berm filling by way of providing, laying, watering & compacting in layers not exceeding 200 mm thick with good earth. |
| 48 | Manufacturing supplying and fixing retro reflective overhead signageboards made up of 2mm thick aluminum sheet, face to be fully coveredwith high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 asapproved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means ofsuitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c allalong the periphery as well as in two vertical rows along with theftresistant measures including the cost of painting with two or more coats ofepoxy paint in grey colour on the back side of aluminum sheet includingappropriate priming coat. The rate includes the cost of rounding off thecorners, lowering down the structural frame work from the gantry,fixing and erecting the same in position all complete as per drawing,specification and direction of Engineer-in-charge (Structural frame workincluding M.S. plate to be provided separately. Rectangular area of thesheet only shall be measured for payment). Overhead informatory road signage. |
| 49 | Carriage of sand avg. lead 08 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
| 50 | Carriage of Stone Aggregate 40 mm and above nominal size avg. lead upto 08 km by MT including loading, unloading, stacking, lead, lifts etc all complete |
