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| 1 | Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed)PE-100. 50 mm dia |
| 2 | Providing and laying Bend 90 confirming to IS specifications . 50 mm dia |
| 3 | Providing and laying Bend 45 confirming to IS specifications 50mm dia |
| 4 | Providing and laying Equal Tee confirming to IS specifications. 50mm |
| 5 | Providing and laying Reducer 6 kg/sq.cm : confirming to IS specifications 40mm dia |
| 6 | 50 mm dia |
| 7 | 63mm dia |
| 8 | Providing and laying Reducer 8 kg/sq.cm : confirming to IS specifications. 50mm dia |
| 9 | 90 mm dia |
| 10 | 75 mm dia |
| 11 | 63 mm dia |
| 12 | Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed). 50 mm |
| 13 | Providing and laying End Cap confirming to IS specifications. 50mm |
| 14 | Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 50mm dia |
| 15 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed..All kinds of ordinary soil |
| 16 | Ordinary Rock |
| 17 | Hard Rock |
| 18 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 19 | Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand |
| 20 | Demolishing stone masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge: In cement mortar |
| 21 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in- charge. |
| 22 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses |
| 23 | Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. |
| 24 | Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering: Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 25 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate |
| 26 | Providing, laying, jointing & testing of socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of join. 80mm diameter |
| 27 | Jointing DI pipes class K-7 and K-9 including testing of joints and cost of jointing materials (rubber ISI marked Gasket (push on) joint as per IS-5382/85 and soap solution etc.) 80mm diameter |
| 28 | Providing and Laying ductile iron PN-16 type flanged sockets conforming to IS-9523/2000 having dimension as per table 23 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. 80mm diameter |
| 29 | Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internalcement mortar lining.80mm PN16 |
| 30 | Providing, Laying & Testing Ductile Iron Double Socket 90° Bends conforming to IS-9523/2000 having dimension as per table 15 of IS-9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 80mm PN16 |
| 31 | Providing & Laying Ductile Iron Double Socket 45° Bends conforming to IS-9523/2000 having dimension as per table 16 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 80mm PN16 |
| 32 | Providing & Laying Ductile Iron All socket Tees conforming to IS-9523/2000 having dimension as per table 21 of IS- 9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. (All sizes in mm) 80x80 PN16 |
| 33 | Providing & Laying Ductile Iron Double Socket Reducer conforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. (All sizes in mm) 100x80 PN16 |
| 34 | Providing and Laying ductile type iron flanged spigot conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. 80mm PN16 |
| 35 | Providing & fixing of following Ductile iron double flanged sluice valves as per IS:14846- 2000 fitted with cap including jointing & testing with cost of jointingmaterial such as bolts, nuts, rubber insertions etc. all complete. 80mm dia Rising Spindle (CLASS PN- 1.6) |
| 36 | Providing, Supplying and fixing of Clamp Saddle (DI Strap Saddle) for House Service connections from metal pipe Water Distribution mains shall be of fastened strap type with threaded outlet for service connection. Clamp Saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated(insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type upto pipe sizes of NB 600 and service outlet 15mm, 20mm &25mm. Fasteners shall be of threaded nut- bolt- washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be of elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc, shall be of non corrosive material such as engineering plastic (PE/PP) or stainless steel or a combination of both.100 NB x 15mm, 20mm, 25mm Plot 28 |
| 37 | Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed)PE-100. 90 mm dia |
| 38 | Providing and laying Bend 90 confirming to IS specifications . 90 mm dia |
| 39 | Providing and laying Bend 45 confirming to IS specifications 90mm dia |
| 40 | Providing and laying Equal Tee confirming to IS specifications. 90mm |
| 41 | Providing and laying Pipe end confirming to IS specifications.90 mm dia |
| 42 | Providing and laying Reducer 6 kg/sq.cm : confirming to IS specifications 90mm dia |
| 43 | 110 mm dia |
| 44 | 125 mm dia |
| 45 | Providing and laying Reducer 8 kg/sq.cm : confirming to IS specifications. |
| 46 | 90 mm dia |
| 47 | 75 mm dia |
| 48 | 63 mm dia |
| 49 | Providing butt fusion welded joint/jointing by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting process to HDPE Pipe and specials. (6kg, 8kg, 10kg) (50mm & above fusion jointed & below 50mm mechanical jointed). 90 mm |
| 50 | Providing and laying End Cap confirming to IS specifications. 90mm |
| 51 | Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 80mm dia 100mm dia |
| 52 | Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed..All kinds of ordinary soil |
| 53 | Ordinary Rock |
| 54 | Hard Rock |
| 55 | Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 56 | Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand |
| 57 | Demolishing stone masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge: In cement mortar |
| 58 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in- charge. |
| 59 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses |
| 60 | Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. |
| 61 | Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering: Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate |
| 62 | Cement concrete grade M-10 (Nominal Mix) with 40 mm maximum size of stone aggregate Miscellenous |
| 63 | Providing, Supplying and fixing of PVC Ball Valves in PN16 rating with one endcompression using Blue colour compression nut in polypropylene material & other end with female threads conforming to ISO:4422-4, certified from certified agencies suitable for food products & drinking water, female threads in accordance with ISO:7/BS:21/ IS: 554 and shall be inclusive of all cost of testing of all materials, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. complete. PVC Ball Valve with Compression & Female Threads |
| 64 | 63x50mm |
| 65 | 50x40mm |
| 66 | Providing, Supplying and fixing of Clamp Saddle (DI Strap Saddle) for House Serviceconnections from metal pipe Water Distribution mains shall be of fastened strap type with threaded outlet for service connection. Clamp Saddle shall be suitable for nominal size of distribution mains pipe line. The strap shall be elastomer coated (insulated) type for firm grip on pipe as well as to protect the coating on the pipe and to insulate the unidentical metals. The saddle shall be single strap type upto pipe sizes of NB 600 and service outlet 15mm, 20mm & 25mm. Fasteners shall be of threaded nut- bolt- washer type. The sealing between the saddle and mains shall be obtained by using a profiled elastomer seal matching to the curvature of the pipe. The seal shall be of elastomer type, suitable for all potable water application. The material of construction of the body, straps, fasteners etc, shall be of non corrosive material such as engineering plastic (PE/PP) or stainless steel or a combination of both.100 NB x 15mm, 20mm, 25mm |
| 67 | 80 NB x 15mm, 20mm, 25mm |
| 68 | Providing, Supplying and fixing of Electro Fusion Fittings in accordance with BS EN12201 : Part-3 suitable for drinking water with in black/blue colour manufactured fromcompounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, inpressure rated SDR11 with min PN 12.5 rated for water application. The cost such as testing, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. all complete. 90mm |
| 69 | Spigot Long Neck Pipe End (Stub End) for Electro Fusion Joint 90mm |
| 70 | Electro Fusion End Cap 50mm |
| 71 | Electro Fusion Elbow 90 Deg. 50mm |
| 72 | Electro Fusion Coupler 50mm |
| 73 | 90mm 1. Rates to be qouted including all type of taxes but excluding GST. 2. Any blank space left will be considered as zero \\"0\\" 3. Item and there quantities mentioned in the BOQ are tentative which may vary or change as per actual site requirement. |
