|
| 1 | Strengthening of Road from Singarapettai to Malaiyandipatti Km 0/0 - 59/95 at Singarapettai Range in Tirupattur Division. |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to |
| 3 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 4 | Km 0/0 - 12/7 |
| 5 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 6 | Km 0/0 - 12/7 |
| 7 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 2 |
| 8 | Km 0/0 - 12/7 |
| 9 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 10 | Km 0/0 - 12/7 |
| 11 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 12 | Km 0/0 - 12/7 |
| 13 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 |
| 14 | Km 0/0 - 12/7 |
| 15 | BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 16 | Km 0/0 - 12/7 |
| 17 | Using of cut earth including removal satisfactory disposal of all materials necessary for construction of roadway in accordance with the specification and the lines and grades and cross sections showing in the drawings or as directed by the Engineer for making up berms using available cut earth. |
| 18 | Km 0/0 - 12/7 |
| 19 | Construction of Pipe Culvert at 680 m |
| 20 | Earth work excavation for foundation of structure upto 3m depth asper drawing and technical specification clause 1104 including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter dressing of sides and bottom and back filling with approved material. |
| 21 | Supply and Filling foundation and basement with filling sand in layers not more than 15cm thick well ramed watered and compacted complete complying with standard specification |
| 22 | Cement concrete 1:4:8 mix 40 using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complying with standard specification and as directed. |
| 23 | Cement concrete 1:3:6 mix using 40 HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complying with standard specification and as directed. |
| 24 | Cement concrete 1:2:4 mic using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick compacting etc., complying with standard specification and as directed. |
| 25 | Construction of un-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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 26 | Providing and fixing of NP - 3 type 1100mm dia Hume pipe including cost and conveyance of all charges etc. complete |
| 27 | Providing weepholes in brick masonry/stone masonry , plain/reinforced concrete abutment,wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 61,709,1204.3.7 |
| 28 | Providing Guard Stone arrangements including cost and labour charges as per drawing and technical specification.etc., |
| 29 | Gravel filling between body wall including cost and conveyance of gravel labour for filling , watering and compacting etc., complete with standard specification and as directed by the depatrmental officer |
| 30 | Providing Hard Bed at Ch 680 m |
| 31 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 32 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 33 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 34 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 35 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 36 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 37 | Providing Hard Bed at Ch 1530,1745 m |
| 38 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 39 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 40 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 41 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 42 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 43 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 44 | Providing Hard Bed at Ch 2595 m |
| 45 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 46 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 47 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 48 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 49 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 50 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 51 | Providing Hard Bed at Ch 3345 m, Wearing Coat 3970 m |
| 52 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 53 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 54 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 55 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 56 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 57 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 58 | Providing Hard Bed at Ch 4175,4305,4400,4595,4650,4945 m, Wearing Coat 4190,4240,4320,4635,4865,4850 m |
| 59 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 60 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 61 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 62 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 63 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 64 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 65 | Providing Hard Bed at Ch 5000,5790 m, Wearing Coat 5065,5335 m |
| 66 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 67 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 68 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 69 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 70 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 71 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 72 | Providing Hard Bed at Ch 6095,6400,6920 m, Wearing Coat 6075,6150,6400,6750 m |
| 73 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 74 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 75 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 76 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 77 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 78 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 79 | Providing Hard Bed at Ch 7035,7370,7400 m, Wearing Coat 7200,7635,7755,7955 m |
| 80 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 81 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 82 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 83 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 84 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 85 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 86 | Providing Hard Bed at Ch 8000,8160 m, Wearing Coat 8335,8450,8540 m |
| 87 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 88 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 89 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 90 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 91 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 92 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 93 | Providing Hard Bed at Ch 9130,9170,9740 m, |
| 94 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 95 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 96 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 97 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 98 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 99 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 100 | Providing Hard Bed at Ch 11565,11655 m, |
| 101 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 102 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 103 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 104 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 105 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 106 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 107 | Providing Hard Bed at Ch 12710,12860,12960 m, |
| 108 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B |
| 109 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 110 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. |
| 111 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 112 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete |
| 113 | Un reinforced cement concrete 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc |
| 114 | Construction of RCC 5.00 m span culvert at 1760 m |
| 115 | Earth work 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 si |
| 116 | P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete. |
| 117 | Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel, |
| 118 | Below ground level |
| 119 | Providing and laying concrete for plain cement concrete in 1:3:6 for foundation complete as per drawing and MORD and techinical specification clause 802,803,1202 and 1203 |
| 120 | Plain cement concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete. |
| 121 | suppluing fitting and placing HYSD bar reinfourcement (Fe 415) in super structure complete as per drawing and technical specification as per clause 1002,1010 and 1202 for MORD |
| 122 | Providing plain reinforced concrete in CM 1:11/2:3 using 20mm HBG metal including cost conveyance of all labour charges etc completed |
| 123 | Providing and fixing 20mm Bitumen Tar Bad For Between Dirtwall&Deck slab |
| 124 | Providing Weepholes in Plain Reinforced concrete abutment,Wing wall,100mm Dia AC Pipe |
| 125 | Construction of RCC 5.00 m span culvert at 12800 m |
| 126 | Earth work 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 si |
| 127 | P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete. |
| 128 | Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel, |
| 129 | Below ground level |
| 130 | Providing and laying concrete for plain cement concrete in 1:3:6 for foundation complete as per drawing and MORD and techinical specification clause 802,803,1202 and 1203 |
| 131 | Plain cement concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete. |
| 132 | suppluing fitting and placing HYSD bar reinfourcement (Fe 415) in super structure complete as per drawing and technical specification as per clause 1002,1010 and 1202 for MORD |
| 133 | Providing plain reinforced concrete in CM 1:11/2:3 using 20mm HBG metal including cost conveyance of all labour charges etc completed |
| 134 | Providing and fixing 20mm Bitumen Tar Bad For Between Dirtwall&Deck slab |
| 135 | Providing Weepholes in Plain Reinforced concrete abutment,Wing wall,100mm Dia AC Pipe |
| 136 | Construction of RCC 1.50 m span culvert at 8420 m |
| 137 | Earth work 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 si |
| 138 | Supply and Filling foundation and basement with filling sand in layers not more than 15cm thick well ramed watered and compacted complete complying with standard specification |
| 139 | P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete. |
| 140 | Providing and laying concrete for plain cement concrete in 1:3:6 for foundation complete as per drawing and MORD and techinical specification clause 802,803,1202 and 1203 |
| 141 | Plain cement concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete. |
| 142 | Providing plain reinforced concrete in CM 1:11/2:3 using 20mm HBG metal including cost conveyance of all labour charges etc completed |
| 143 | Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel, |
| 144 | Below ground level |
| 145 | Suppluing fitting and placing HYSD bar reinfourcement (Fe 415) in super structure complete as per drawing and technical specification as per clause 1002,1010 and 1202 for MORD |
| 146 | Providing and fixing 20mm Bitumen Tar Bad For Between Dirtwall&Deck slab |
| 147 | Providing and fixing Tar Paper for between Dirt Wall & Deck Slab |
| 148 | Providing Weepholes in Plain Reinforced concrete abutment,Wing wall,100mm Dia AC Pipe |
| 149 | Construction of RCC 1.50 m span culvert at 12900 m |
| 150 | Earth work 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 si |
| 151 | Supply and Filling foundation and basement with filling sand in layers not more than 15cm thick well ramed watered and compacted complete complying with standard specification |
| 152 | P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete. |
| 153 | Providing and laying concrete for plain cement concrete in 1:3:6 for foundation complete as per drawing and MORD and techinical specification clause 802,803,1202 and 1203 |
| 154 | Plain cement concrete 1:2:4 mix using 20 mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete. |
| 155 | Providing plain reinforced concrete in CM 1:11/2:3 using 20mm HBG metal including cost conveyance of all labour charges etc completed |
| 156 | Supplying and erection centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab,Lintel, |
| 157 | Below ground level |
| 158 | suppluing fitting and placing HYSD bar reinfourcement (Fe 415) in super structure complete as per drawing and technical specification as per clause 1002,1010 and 1202 for MORD |
| 159 | Providing and fixing 20mm Bitumen Tar Bad For Between Dirtwall&Deck slab |
| 160 | Providing and fixing Tar Paper for between Dirt Wall & Deck Slab |
| 161 | Providing Weepholes in Plain Reinforced concrete abutment,Wing wall,100mm Dia AC Pipe |
| 162 | Construction of Retaining Wall at Ch 12900 m |
| 163 | Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, in hard stiff clay, as per SS 20B complete. |
| 164 | Supply and Filling with river Sand including cost and conveyance of sand and labour charges charges for filling raming andetc. Complete |
| 165 | Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc. |
| 166 | Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting,labour charges etc.,complete |
| 167 | Cement Concrete 1:3:6 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc. |
| 168 | Supply and fixing of weep holes using 90mm PVC Pipes including cost of all site etc., |
| 169 | Filter media behind abutments, wing or retaining wall complete as per drawing etc., |
| 170 | Provision for H.M. stone |
| 171 | Provision for K.M. stone |
| 172 | Provision for 60cm Equailateral triangle Cautionary Sign board |
| 173 | Provision for Name board Cum Citizen Board |
| 174 | GST Amount for providing service to Government contract works for the above construction works. { GST amount is the Total GST amount for total overall quoted amount above this row in column \\"BB\\" for all works in this package} Please Enable Macros to View BoQ information |
