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| 1 | SITC of Pump, Motor Spare Parts and Supplying ,carting , laying and jointing of G.I pipe (M), Source work ,Reservoir& qualitative drinking water for each house hold and all other appurtenantworks etc complete S ITHUR,PIPLIwater Supply scheme Under PABOUblocks in District Pauri. All rates shall be included all types of taxes and G.S.T. It is necessary the contractor will start the work from source to Distribution System. If any dispute in the source than other workwill not done by the contractor |
| 2 | Investigation, design and construction of following RCC SUMP / semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. (Cap. in KL) 100 KL |
| 3 | 90 KL |
| 4 | Protection works-----R.R.1:6 Stone masonry |
| 5 | Protection works-----R.R.dry Stone masonry |
| 6 | P.C.C 1:4:8 |
| 7 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 3.0 m in width on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.BRIDDLE PATH |
| 8 | Investigation, design and construction of following Pump House including testing, cost of all materials & fittings, supply and cartage of all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. |
| 9 | Supply And Fixing of AMR Bulk Water Meter65mm dia |
| 10 | Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.32mm dia |
| 11 | 25mm dia |
| 12 | 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 dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.In soil mixed with boulders @ 75 % |
| 13 | In soft rock @ 25 % |
| 14 | Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.for 32 mm dia |
| 15 | for 25 mm dia |
| 16 | Providing and fixing 15 mm dia. G.I. pipes complete with G.I. fittings etc. from distribution network to householdsF.H.T.C.Connection -Distribution Line to Household |
| 17 | Investigation, design and construction of following Staff Quarter Type-I including testing, cost of all materials & fittings, supply and cartage of all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. |
| 18 | Supply and fixing of Elextricity service Connection as per site requirement |
| 19 | Investigation, design and construction of following RCC CWR / semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. (Cap. in KL)17.50KL |
| 20 | Supply andinstallation of bucket type chlorinator of 25 liters capacity including bleaching powder solution doser, chloroscope kit with stop cock & iron cage fabricated with 25 mm x 25 mm square mesh withlocking arrangements below dozer to protect flexible pipe connection with CWR complete with all arrangements in position. |
| 21 | Protection works-----R.R.1:6 Stone masonry |
| 22 | Protection works-----R.R.dry Stone masonry |
| 23 | P.C.C 1:4:8 |
| 24 | Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.65 mm dia |
| 25 | 50mm dia |
| 26 | 40mm dia |
| 27 | 32mm dia |
| 28 | 25mm dia |
| 29 | 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 dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.In soil mixed with boulders @ 75 % |
| 30 | In soft rock @ 25 % |
| 31 | Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.for 65 mm dia |
| 32 | for 50 mm dia |
| 33 | for 40 mm dia |
| 34 | for 32 mm dia |
| 35 | for 25 mm dia |
| 36 | Supply and fixing of the following fittings including cartage of materials, labour and T&P etc. complete.for 40 mm dia |
| 37 | for 32 mm dia |
| 38 | for 25 mm dia |
| 39 | Air Valvefor 50 mm dia |
| 40 | Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.Wheel Valve Chamber 45cm x 45cm size |
| 41 | Air Valve Chamber 45cm x 45cm size |
| 42 | Protection works-----R.R.1:6 Stone masonry |
| 43 | Protection works-----R.R.dry Stone masonry |
| 44 | P.C.C 1:4:8 |
| 45 | Testing of Pipe and other |
| 46 | Godown and Hiring charges |
| 47 | Advertisement board(SIZE 0.90 x 0.60 Mtr.) |
