Tender For Narnaul Town Annual Maintenance. Works For Water Supply, Narnaul-Haryana

Tender For Narnaul Town Annual Maintenance. Works For Water Supply Head No. 1 :- A/Mtc. Water Supply Scheme Narnaul Town, District Mohindergarh. . Laying testing and jointing of 4 i/d D.I. pipeline in Ward No. 16 in Idgaha Colony of Narnaul Town and all other works contingent thereto Sub-Head No. 1 :- Civil Works 1 17.69 NA MAINTENANCE OF ROADS Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. Through Rate 30.00 Sqm 607.00 18210.00 0.00 0.00 18210.00 2 17.70 NA MAINTENANCE OF ROADS Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. Through Rate 220.00 Sqm 26.00 5720.00 0.00 0.00 5720.00 3 17.71 NA MAINTENANCE OF ROADS Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 Through Rate 190.00 Sqm 66.00 12540.00 0.00 0.00 12540.00 4 20.49 I FIXING BELL MOUTHS Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 1. Up to 200 mm internal diametre Through Rate 1.00 Each 949.00 949.00 0.00 0.00 949.00 5 20.58 L FILTER MEDIA Providing and fixing Cast Iron Detachable Joints class-15 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 2. 100mm i/d CID Joint Through Rate 4.00 Each 224.00 896.00 0.00 0.00 896.00 6 20.63 L FILTER MEDIA `Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 1. 100 mm i/d Labour Rate 275.00 per metre 5.00 1375.00 0.00 0.00 1375.00 7 20.66 L FILTER MEDIA Cutting DI pipe and chipping or filling the surface to a uniform finish 1. 100 mm i/d Through Rate 4.00 Per cut 22.00 88.00 0.00 0.00 88.00 8 20.67 L FILTER MEDIA Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 1. 100 mm i/d Through Rate 95.00 Per Joint 29.00 2755.00 0.00 0.00 2755.00 9 20.68 L FILTER MEDIA Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia Through Rate 125.00 Per Kg. 64.00 8000.00 0.00 0.00 8000.00 10 4.16 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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, within a lead of 50 m : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Through Rate 275.00 Metre 62.00 17050.00 0.00 0.00 17050.00 11 5.23 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) Through Rate 5.00 cum 1149.00 5745.00 0.00 0.00 5745.00 12 5.70 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Through Rate 5.00 cum 86.00 430.00 0.00 0.00 430.00 13 6.1 A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Through Rate 4.00 cum 3476.00 13904.00 0.00 0.00 13904.00 14 6.1 A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 8. 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) Through Rate 4.00 cum 2165.00 8660.00 0.00 0.00 8660.00

Refer document

INR 1920.0 /-

INR 96322.0 /-