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| 1 | Excavating trenches of required width for pipes, cables etc., exceeding 80mm dia but not exceeding 300mm dia including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc., and disposing of surplus excavated soil as directed with in a lead of 50 m as required and as directed by the Engineer In Charge ,complete. |
| 2 | a) 200 mm |
| 3 | b) 300 mm |
| 4 | Dismantling existing HDPE pipe line of 300 mm dia (Heavy Grade) including excavation of earth to required depth and width and cutting the pipe line carfully to required lengths and removing the pipe from trenches by mechanical means including stacking pipe lines within a lead of 50m. and refilling the trenches complete. All labour and equipment charges. |
| 5 | a) 200 mm HDPE |
| 6 | Dismantling existing HDPE pipe line of 200 mm dia (Heavy Grade) including excavation of earth to required depth and width and cutting the pipe line carfully to required lengths and removing the pipe from trenches by mechanical means including stacking pipe lines within a lead of 50m. and refilling the trenches complete. All labour and equipment charges. |
| 7 | a) 315 mm HDPE Pipeline. |
| 8 | Bailing out water from foundations/pipe line trenches with oil engine driven pump sets including hire charges, fuel charges and wages for the driver and helper. |
| 9 | Supplying and filling in plinth with crusher dust under floors including watering, ramming, consolidating and dressing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 10 | Laying of MS pipe line of 300mm dia (Heavy grade) to required level and alignment in pipe line trenches/cable ducts( below ground level up to 1.50m depth) including cutting of old pipe to suit for jointing including welding as per standards. All tools and plants including electrical generator for power. Jointing pipes using specials like flanges, collars short or long where ever necessary including testing and commencing refilling the trenches as necessary etc.,as required and as directed by the Engineer In Charge complete. All labour charges excluding cost of pipes and fittings. |
| 11 | Laying of jointing of HDPE pipe by buttfusion welding as per IS 7634- part -II /1975 as amended from time to time to alignment and grantent and testing the pipeline to required presure etc., as directed by the engineer- in-charge complete all labour, equipment and materials but excluding cost of HDPE pipes. |
| 12 | Supply of MS pipe of 300mm dia of approved make of required length to site of work, including unloading, stacking at a place shown by the Engineer-in-charge complete. All labour and materials. |
| 13 | Supply of MS pipe of 200mm dia of approved make of required length to site of work, including unloading, stacking at a place shown by the Engineer-in-charge complete. All labour and materials. |
| 14 | Supply of HDPE pipe of 315mm dia(Heavy grade), PE 100 grade of 10 kg/cm² of required length to site of work, including unloading, stacking at a place shown by the Engineer-in-charge complete. All labour and materials. |
| 15 | Supply of HDPE pipe of 200mm dia(Heavy grade), PE 100 grade of 10 kg/cm² of required length to site of work, including unloading, stacking at a place shown by the Engineer-in-charge complete. All labour and materials. |
| 16 | Supply, fabrication, handling & transportation of MS Specials (confirming to relevant IS of latest revision) to various site locations / operational areas. The cost inclusive of materials, fabrication, labour, transportation, handling & hoisting in position charges etc., as directed by the engineer-in charge, complete. All labour and materials. |
| 17 | a) MS 90 bend of 300 mm flange |
| 18 | b) MS 45 bend of 300 mm flange |
| 19 | c) MS flanges of 300 mm |
| 20 | Supply and delivery of HDPE Pipes of PE100 Grade fittings,confirm to relevent IS code latest revision including transportation to site of work , oading, unloading ,stacking at place shown etc,as directed by the Engineerr In Charge, complete.All Labour and Materials. |
| 21 | a) Long HDPE collars of 315 mm (OD) |
| 22 | b) Rubber pickings (6 mm) |
| 23 | c) Suitable Nut and bolts |
| 24 | Transportation of debris such as excavated earth up to a lead of 12km. including stacking, loading, unloading and levelling at the place shown etc., as directed by the EIC complete. All labour charges only. |
| 25 | Earthwork in excavation soft / loose soil in foundation trenches or drains not exceeding 1.5 m in width and for wells, manholes and the like not exceeding 10 m2 on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m etc. as required and as directed by the Engineer-in-charge complete |
| 26 | a) up to 1.50m |
| 27 | Plain cement concrete 1:4:8 nominal mix (using 170 kg of cement per m3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 28 | Plain cement concrete M 20 (Using 320kg of cement per cum of finished concrete)mix using 20mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, depositing in position, vibrating or tamping, finishing, curing etc., including necessary form work (boxing) etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 29 | Supply of Hydra crane 8.0 t to 10.0 t on hire basis at site of work including operator, helper and fuel charges etc., as directed by the Engineer-in-charge, complete. All hire and operational . Please Enable Macros to View BoQ information |
