Asphalt & Road Surfacing Tenders

40 gms 18.65 Providing and fixing PTMT soap Dish Holder Each 10 111.45 1114.5 having length of 138mm, breadth 102mm, 51 height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 21.0 ALUMINIUM WORK 21.1S General Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm thickness Sqm 10 1176.8 11768 52 (weight not less than 10kg/sqm) Total 4028333.79 Item- 3 Improvement of LC Approach road at LC No.-TB-15 S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General 2.25A Excavating, supplying and filling of local earth cum 50 700.5 35025 (including royalty) by mechanical transport upto a lead of 5km also including ramming and 1 watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 2 16.3.1 90 mm to 45 mm size stone aggregate cum 80 2098.4 167872 3 16.3.2 63 mm to 45 mm size stone aggregate cum 60 1636.05 98163 4 16.3.3 53 mm to 22.4 mm size stone aggregate cum 60 1842.3 110538 5 16.3.10 Moorum cum 80 768.25 61460 ADRA DIVISION-ENGG/SOUTH EASTERN RLY 16.4 Laying, spreading and compacting stone cum 200 1046.95 209390 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 6 grade 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 . 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 7 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 980 60.5 59290 8 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 20 48.2 964 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of 16.33 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). 16.33.2 With paving Asphalt grade VG - 30 with no Sqm 1000 294.95 294950 9 solvent 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of 16.38 road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete.(tack coat to be paid separately) : 10 16.38.2 With paving Asphalt grade VG - 30 Sqm 1000 377.05 377050 16.40S SEAL COAT 16.40 Providing and laying seal coat of premixed fine Sqm 1000 88.55 88550 aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum 11 of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.49S MISCELLANEOUS 16.62 Providing and applying 2.5 mm thick road Sqm 40 747.8 29912 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 12 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. Total 1533164.00 ADRA DIVISION-ENGG/SOUTH EASTERN RLY Item- 4 Improvement of LC Approach road at LC No.-BG-27 S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General 2.25A Excavating, supplying and filling of local earth cum 50 700.5 35025 (including royalty) by mechanical transport upto a lead of 5km also including ramming and 1 watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 2 16.3.1 90 mm to 45 mm size stone aggregate cum 80 2098.4 167872 3 16.3.2 63 mm to 45 mm size stone aggregate cum 60 1636.05 98163 4 16.3.3 53 mm to 22.4 mm size stone aggregate cum 60 1842.3 110538 5 16.3.10 Moorum cum 80 768.25 61460 16.4 Laying, spreading and compacting stone cum 200 1046.95 209390 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 6 grade 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 . 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 7 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 980 60.5 59290 8 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 20 48.2 964 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of 16.33 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). 16.33.2 With paving Asphalt grade VG - 30 with no Sqm 1000 294.95 294950 9 solvent 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of 16.38 road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete.(tack coat to be paid separately) : 10 16.38.2 With paving Asphalt grade VG - 30 Sqm 1000 377.05 377050 16.40S SEAL COAT ADRA DIVISION-ENGG/SOUTH EASTERN RLY 16.40 Providing and laying seal coat of premixed fine Sqm 1000 88.55 88550 aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum 11 of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.49S MISCELLANEOUS 16.62 Providing and applying 2.5 mm thick road Sqm 40 747.8 29912 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 12 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. Total 1533164.00 Item- 5 Improvement of LC Approach road at LC No.-TB-17 S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General 2.25A Excavating, supplying and filling of local earth cum 50 700.5 35025 (including royalty) by mechanical transport upto a lead of 5km also including ramming and 1 watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 2 16.3.1 90 mm to 45 mm size stone aggregate cum 65 2098.4 136396 3 16.3.2 63 mm to 45 mm size stone aggregate cum 45 1636.05 73622.25 4 16.3.3 53 mm to 22.4 mm size stone aggregate cum 45 1842.3 82903.5 5 16.3.10 Moorum cum 62 768.25 47631.5 16.4 Laying, spreading and compacting stone cum 155 1046.95 162277.25 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 6 grade 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 . 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 7 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 680 60.5 41140 8 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 20 48.2 964 ADRA DIVISION-ENGG/SOUTH EASTERN RLY 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of 16.33 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). 16.33.2 With paving Asphalt grade VG - 30 with no Sqm 700 294.95 206465 9 solvent 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of 16.38 road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete.(tack coat to be paid separately) : 10 16.38.2 With paving Asphalt grade VG - 30 Sqm 700 377.05 263935 16.40S SEAL COAT 16.40 Providing and laying seal coat of premixed fine Sqm 700 88.55 61985 aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum 11 of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.49S MISCELLANEOUS 16.62 Providing and applying 2.5 mm thick road Sqm 30 747.8 22434 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 12 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. Total 1134778.50 Item- 6 Improvement of DRT Road from BG-30 to BG-31 S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General 2.25A Excavating, supplying and filling of local earth cum 10 700.5 7005 (including royalty) by mechanical transport upto a lead of 5km also including ramming and 1 watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 2 16.3.1 90 mm to 45 mm size stone aggregate cum 20 2098.4 41968 3 16.3.2 63 mm to 45 mm size stone aggregate cum 15 1636.05 24540.75 4 16.3.3 53 mm to 22.4 mm size stone aggregate cum 15 1842.3 27634.5 5 16.3.10 Moorum cum 20 768.25 15365 ADRA DIVISION-ENGG/SOUTH EASTERN RLY 16.4 Laying, spreading and compacting stone cum 50 1046.95 52347.5 aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper 6 grade 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 . Cutting road and making good the same including supply of extra quantities of 16.13 materials i.e. aggregate, moorum screening, red bajri and labour required. 7 16.13.1 bituminous portion cum 15 5032.25 75483.75 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 8 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 30 60.5 1815 9 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 3800 48.2 183160 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of 16.33 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). 16.33.2 With paving Asphalt grade VG - 30 with no Sqm 3875 294.95 1142931.25 10 solvent 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of 16.38 road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc. complete.(tack coat to be paid separately) : 11 16.38.2 With paving Asphalt grade VG - 30 Sqm 3875 377.05 1461068.75 16.40S SEAL COAT 16.40 Providing and laying seal coat of premixed fine Sqm 3875 88.55 343131.25 aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum 12 of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.49S MISCELLANEOUS ADRA DIVISION-ENGG/SOUTH EASTERN RLY 16.62 Providing and applying 2.5 mm thick road Sqm 120 747.8 89736 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 13 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. Total 3466186.75 Item- 7 MASTIC ROAD REPAIRING LC No. MR-32,35,38 & PK-13,17 & PK-18 vide est No.13/ADA/26 S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.1S ROADS Cutting road and making good the same including supply of extra quantities of 16.13 materials i.e. aggregate, moorum screening, red bajri and labour required. 1 16.13.1 bituminous portion cum 126 5032.25 634063.5 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the 16.30 bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 2 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 4950 48.2 238590 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate 16.36 spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : 16.36.1 For 50 mm compacted thickness using coarse Sqm 4950 505.65 2502967.5 aggregate of size 50-20 mm graded @ 0.60 3 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size 16.37 at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 4 16.37.1 25 mm thick Sqm 4950 854.15 4228042.5 16.49S MISCELLANEOUS ADRA DIVISION-ENGG/SOUTH EASTERN RLY 16.62 Providing and applying 2.5 mm thick road Sqm 180 747.8 134604 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 5 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. Total 7738267.50 Item- 8 Misc. work for LC MR-35 or MR-38 in BKSC Vide est No. 13/ADA/26 S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1S General 10.2 Structural steel work riveted, bolted or welded Kg 3000 133.7 401100 in built up sections, trusses and framed work, 1 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 13.0 FINISHING 13.44S EXTERIOR FINISHING Finishing with Deluxe Multi surface paint 13.48 system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 Sqm 150 193.7 29055 2 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc chromate Sqm 200 67.4 13480 3 primer of approved brand and manufacture on steel galvanised iron/ steel works Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, 13.81 of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. 4 13.81.1 Old work (one or more coats) Sqm 200 62.7 12540 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the 18.7 pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 5 18.7.1 15 mm nominal dia Pipes Metre 25 286.8 7170 6 18.7.2 20 mm nominal dia Pipes Metre 15 335 5025 7 18.7.3 25 mm nominal dia Pipes Metre 10 401.55 4015.5 8 18.7.6 50 mm nominal dia Pipes Metre 150 934.15 140122.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 500 11 5500 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 9 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. ADRA DIVISION-ENGG/SOUTH EASTERN RLY 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 10 18.49.1 15 mm nominal bore Each 5 506.8 2534 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, weighing Each 5 125.6 628 11 not less than 88 gms Total 621170.00 Item- 9 Misc. work for LC MR-23 or MR-28 in BKSC Vide est No. 13/ADA/26 S No. Item No Description of Item Unit Qty Rate Amount 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the 18.7 pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 1 18.7.1 15 mm nominal dia Pipes Metre 26.28 286.8 7537.1 2 18.7.2 20 mm nominal dia Pipes Metre 15 335 5025 3 18.7.3 25 mm nominal dia Pipes Metre 10 401.55 4015.5 4 18.7.6 50 mm nominal dia Pipes Metre 150 934.15 140122.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all floor Per 500 11 5500 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 5 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib cock of 18.49 approved quality conforming to IS:8931 : 6 18.49.1 15 mm nominal bore Each 5 506.8 2534 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, weighing Each 5 125.6 628 7 not less than 88 gms Total 165362.10 Item- 10 DEEP TUBE WELL WITH TANK STAGING Vide est No. 13/ADA/26 S No. Item No Description of Item Unit Qty Rate Amount 2.0 EARTH WORK 2.1S General Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in 2.6 width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 1 2.6.1 All kinds of soil cum 90 177.5 15975 ADRA DIVISION-ENGG/SOUTH EASTERN RLY Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including 2.8 dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2 2.8.1 All kinds of soil. cum 90 260.3 23427 4.0 CONCRETE WORK 4.1S CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost 4.1 of centering and shuttering - All work up to plinth level : 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) cum 36 7878.5 283626 derived from natural sources : 4 graded stone 3 aggregate 20 mm nominal size derived from natural sources) 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) cum 36 7178.75 258435 derived from natural sources : 6 graded stone 4 aggregate 40 mm nominal size derived from natural sources) 5.0 REINFORCEMENT CEMENT CONCRETE 5.1S CAST IN SITU Providing and laying in position specified grade of reinforced cement concrete, excluding the 5.1 cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) cum 54 9045.75 488470.5 derived from natural sources : 3 graded stone 5 aggregate 20 mm nominal size derived from natural sources) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 5.2 columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) cum 54 10852.95 586059.3 derived from natural sources : 3 graded stone 6 aggregate 20 mm nominal size derived from natural sources) 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. Sqm 360 392.15 141174 7 for mass concrete 5.9.3 Suspended floors, roofs, landings, balconies Sqm 180 927.25 166905 8 and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 180 736.4 132552 9 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 180 961.3 173034 10 Struts 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in 5.22 position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 12600 107.85 1358910 11 500D or more. 6.0 MASONRY WORK 6.1S General ADRA DIVISION-ENGG/SOUTH EASTERN RLY Brick work with common burnt clay F.P.S. (non 6.1 modular) bricks of class designation 7.5 in foundation and plinth in: 12 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 18 7132.25 128380.5 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in 6.4 superstructure above plinth level up to floor V level in all shapes and sizes in : 13 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 18 9105.95 163907.1 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, fixed Kg 14400 117.35 1689840 with or without connecting plate, including 14 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or welded Kg 7200 133.7 962640 in built up sections, trusses and framed work, 15 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 13.0 FINISHING 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 16 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 180 343.65 61857 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing G.I. pipes complete with 18.12 G.I. fittings including trenching and refilling etc. External work 17 18.12.1 15 mm dia nominal bore Metre 216 322.15 69584.4 18 18.12.3 25 mm dia nominal bore Metre 900 467.75 420975 19 18.12.6 50 mm dia nominal bore Metre 1620 762.15 1234683 18.15S BRASS FITTINGS Providing and fixing gun metal gate valve with 18.17 C.I. wheel of approved quality (screwed end) : 20 18.17.1 25 mm nominal bore Each 18 622.4 11203.2 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing G.I. Union in G.I. pipe 18.46 including cutting and threading the pipe and making long screws etc. complete (New work) : 21 18.46.4 32 mm nominal bore Each 18 489.05 8802.9 22 18.46.8 80 mm nominal bore Each 36 1207.95 43486.2 18.48 Providing and placing on terrace (at all floor Per 18000 11 198000 levels) polyethylene water storage tank, IS : Litre 12701 marked, with cover and suitable locking 23 arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of approved 18.54 quality and colour. 18.54.1 15 mm nominal bore, 86 mm long, weighing Each 180 125.6 22608 24 not less than 88 gms 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General ADRA DIVISION-ENGG/SOUTH EASTERN RLY Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore 23.1 log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 25 23.1.1.1 300 mm dia Metre 1620 707.75 1146555 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 23.3 conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 26 23.3.2 150 mm nominal size dia Metre 540 793.25 428355 27 23.3.3 200 mm nominal size dia Metre 180 1113.35 200403 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, 23.4 conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 28 23.4.2 150 mm nominal size dia Metre 360 807.45 290682 23.8 Gravel packing in tubewell construction in cum 108 2024.5 218646 accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required 29 grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. 23.9 Providing and fixing factory made precast RCC Each 72 1399.95 100796.4 perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop 30 bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted 23.10 with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge. 23.10.2 150 mm nominal size dia having minimum wall Metre 1620 1972.25 3195045 31 thickness 5.00 mm ADRA DIVISION-ENGG/SOUTH EASTERN RLY Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having 23.11 wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 32 23.11.2 150 mm nominal size dia Metre 360 2102.25 756810 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top 23.13 of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 33 23.13.3 200 mm dia Each 18 321.15 5780.7 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell 23.14 as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 34 23.14.3 200 mm clamp Each 36 2293.65 82571.4 Providing and fixing Bail plug/ Bottom plug of 23.15 required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 35 23.15.2 150 mm dia Each 18 322 5796 Total 15075975.60

Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts 1 and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re-fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in-charge. Level crossings with asphalted road surface