7- Estimate for Mini Tube Well, Pump House, Distribution System and House Connection Ward No-12- Kashbhara Takiya, Puwaiyan - PUMP HOUSE Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.Sm and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches. 2 Concrete with 40 mm gauge stone ballast, local sand and cement in proportion (8:4:1)in foundations and floors including supply off all materials, labour T&P etc. required for proper completion of the work. 3 1st class brick workin 1:6 cement and coarse sand mortar in foundation and plinth including supply of aIl materials labour, T&P etc. required for proper completion of the wark. 4 1st class brick workin 1:6 cement and coarse sand mortar in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick. 5 20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary. 6 R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows, sIab & chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.5O mm thick binding wire (to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T&P etc. required for proper completion of the work. i. SLAB-Varandha 7 ii. BEAM/LINTAL 8 iii. CHHAJJA 9 Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates), wrought to required shape as necessary incluiding bending for proper completion of the work incluiding supplyof steel and. wastage. 10 Supply & fixing of angle iron door chaukhat with shutter including fixing of holdfast, heavy duty hinges etc. complete. 11 Supply & fixing of angle iron window/ventilator chaukhat with grill and shutter including fixing of holdfast, heavey duty hinges etc complete. 12 12 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T.&P. etc. Required for proper completion of the work. 13 12 mm thick plaster in 1:6 with cement and coarse sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T.&P. etc. Required for proper completion of the work. 14 20mm thick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T&P etc required for proper completion of the work. 15 Sand filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T&P etc. required for proper completion of the work. 16 25mm thick 1:2:4 plain cement concrete floor and appron with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T&P etc. required for proper completion of the work. 17 Painting or varnishing new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T&P etc required for proper completion of the work. 18 Finishing wall with Asian Apex Ultima paint over one priming coat on new work with two coats, to give an even shade. Including prepration of surface & supply of all matrials) labour T&P etc. required for proper completion of the work. 19 Supply and Fixing of Rolled steel joints complete. 20 Construction of by- pass chamber as per departmental type & design including supply of all materIaIs, labour T&P etc. complete. 21 TUBE WELLTransportation, erection and dismantling of RIG Machine. 22 Drilling of Tubewell Bore by RIG Machine (500mm Dia) 0-48 M 23 48-114 M 24 Development of bore with Cartage Long air compressor 150mm dia DCI including cartge after completion of work. 25 Development of Tube Well by OP Unit 26 Transportation changes such as pipe up to site and drilling machine including all complete. 27 Lowering of tubewell assernbly and Shrounding of Pea GravelA- End cap 28 B- 200mm Dia MS Ring 29 C- Clamp 30 D- Logging of Bore Well 31 E- Supply og Pea Gravel 32 F- MS Pipe 200mm Dia 33 G- Plain MS Pipe 150mm Dia 34 H- Slotted MS Pipe 150mm Dia 35 Pumping plant including starter, control pannel, cable complete in all respect with required materials T&P etc complete of 7.5 HP 500 LMP and 27.00 m Head submersible pump. 36 SITS of Main Piping & valves with 24 Meter Column pipe (80mm Dia MS Pipe), Electronic type Chlorinating Plant, Power Wiring, Earthing, Tool seats, Chain Pully Block, Internal & External Wiring of Pump House And Guages Complete as per instruction of engineer in charge. 37 Jointing of rising main to 140 mm dia HDPE pipe with including rubbing packing nut bolt T&P etc. complete as per instruction of engineer in charge. 38 DISTRIBUTION SYSTEM Supply of following sizes and type of pipe with coupler and all jointing materials such as solvent cement etc. including F.O.Rdestination and all taxes. Insurance and with Ioading unIoaaing and stacking etc. complete 140mm Dia HDPE Pipe PN-6 Grade-PE-100 39 110mm Dia HDPE Pipe PN-6 Grade-PE-100 40 Excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.Sm and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches. 41 Cartirig of the folIowing sizes pipes and special from department store to site of work and lowering them in to trenches and laying true to alignment and gradient including testing of pipeline. But including all labour T&P etc complete for above PVC Pipe140mm Dia HDPE Pipe PN-6 Grade-PE-100 42 110mm Dia HDPE Pipe PN-6 Grade-PE-100 43 Dismantling of following type of surface including sorting out stacking of serviceable material and disposal of unserviceable materials upto a distance of 50m. BOE 44 Interlocking 45 C.C Road 46 Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour T&P etc required for proper completion of the work.BOE 47 Interlocking 48 C.C Road 49 Making House Connection with 20mm (OD) CPVC/MOPE/HDPE Pipe and 1m G.I. Pipe for Standing the Connection Property with supply of Specials i.e. Saddle, Tap etc. Incluiding Excavation, Laying and Jointing for Proper Completion of Work. 50 Provision for crossing of nalas, road, culvert and embankments (bundhs) etc. including shifting of telephone cables etc. along the alignement of pipe line including supply of C.T Tytan pipes and specials, and their laying and jointing testing etc. complete. 1- Nala Crossing/culvert crossing 51 2- Road Crossing through trenchless technique 52 Provide all materials, Iabour, T&P etc. complete for construction of single tap pillar type stand Post as per department type design. 53 ADD G.S.T @ 18%
