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| 1 | Sub Estimate 1 |
| 2 | Item No 01 : Cleaning grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area as directed. |
| 3 | Item No 02: Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc.complete as directed. (excluding extra material required for refilling) |
| 4 | Girth between 30 cm to 60 cm |
| 5 | Girth between 60 cm to 90 cm |
| 6 | Girth between 90 cm to 150 cm |
| 7 | Item-No. 03 :- Excavation for deep trenches for laying rising main in Earth Soil of all types, sand, gravel and soft murum, Hard murum, soft bhisa, Hard man and boulder and in Soft Rock by crow bar and shavel including trimming to correct line, level and to specified widths including removing the excavated material and stacking or spreading the same upto a distance of 1 Km and all lifts as directed, preparing the bed for foundation and necessary safety precautions , keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As directed (Payable measurements with vertical excavation). |
| 8 | Item No. 04 :- Excavation for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 1Km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed. (Payable measurements with vertical excavation) Without Lead |
| 9 | Item No.05 :- Providing and laying sand bedding in trenches with sand of approved quality including watering and compaction etc complete as directed. |
| 10 | Item no. 6 A:-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. |
| 11 | A) Working Pressure 6Kg./Sq.cm |
| 12 | 63 RMT |
| 13 | 75 RMT |
| 14 | 90 RMT |
| 15 | 110 RMT |
| 16 | 125 RMT |
| 17 | 140 RMT |
| 18 | 160 RMT |
| 19 | Item no. 6 B:-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. |
| 20 | B) Working Pressure 4Kg./Sq.cm |
| 21 | 180 RMT |
| 22 | 200 RMT |
| 23 | 1000 RMT |
| 24 | Item no.07 :- Hydraulic testing of H. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. |
| 25 | 63 KM |
| 26 | 75 KM |
| 27 | 90 KM |
| 28 | 110 KM |
| 29 | 125 KM |
| 30 | 140 KM |
| 31 | 160 KM |
| 32 | 180 KM |
| 33 | 200 KM |
| 34 | Item No.08 : Providing, supplying & erectingof CI doubleflange sluice valve confirming for IS-14846 including worm gear arrangement s as per test pressure stainless steel, spindle, caps Including transportation, inspection, unloding, loading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. |
| 35 | 150 . |
| 36 | 1000 . |
| 37 | Item no. 9 :-Providing, supplying & erecting of Air Valves confirming IS-14845-2000 and standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on agunmetal orifice nipple, large orifice vulcanite ball seating on moulded seatring, inlet face and drilled, including transportation, inspection, unloding, loading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. |
| 38 | 150 . |
| 39 | 200 . |
| 40 | Item no 10:- Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) |
| 41 | upto 150 mm |
| 42 | 150 to 200 mm |
| 43 | Item no.11:- Ultrasonic Insertion Fixed type Flow Meter (Single Channel) Providing, installing and giving satisfactory test & Trial of ultrasonic Insertion Fixed type flow meter working on condition & specifications, calibration, inspection,testing, training,guarantee, and manufacture test certificate / declaration copy along with accessories as mentioned in a1 to (16) below & with inbuilt assembly to fix the insertion type transducer on the pipeline. |
| 44 | Item No.12 : -Providing and laying in situ cement concrete of grade M-15 of trap / granite/ gneiss / quartzite / graded metal for foundation and bedding by Batching Plant & Transit Mixer including centering,shuttering, scaffolding,placing, compacting, curing etc. complete with all lifts as directed.(b) M-15 (40 MSA) (Cement 5.20 bags/Cum) |
| 45 | Item No.13: -Providing and laying in situ cement concrete of grade M-25 of trap / granite / gneiss / quartzite / graded metal for RCC works of columns, beams and slabs, diaphragm walls, Road slabs trough (Box Culvert) trough for aqueduct, wearing coat, etc. with Batching Plant and Transit mixer including centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts as directed |
| 46 | Item No.14 :- Providing and Fixing in Position TMT-FE-500 bar reinforcement of various diameters for Rcc Piles cap,footing, foundation,slab ,beam,column, canopies, staircase, newels, chajjas, lintel, pardies, coping,fins, arches etc as per detailed design,drawing and schedules including cutting, bending, hooking the bars,binding with wires or tack welding and supporting as required complete as directed. |
| 47 | Item No. 15: - Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed |
| 48 | ITEM NO.16 : - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion, precast RCC frame and cover, etc. complete as directed by Engineer-in-charge |
| 49 | As above of 1.5 X 1.5 M internal size and depth upto 1.5 M with precast R.C.C. slab cover |
| 50 | Item no 17 :-Backfilling the trenches using available material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously) |
| 51 | Item No. 18 :- Backfilling the trenches using Borrow material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously)263) |
| 52 | Item No 19 :-Disposal of all kinds of soil including boulders upto to 0.6 m diameter ( 0.113 cum ) for Excavated for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 1 km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed. (Payable measurements with vertical excavation). |
| 53 | Item No. 20 :- Providing and Laying outlet valve chamber of NP-2 (1000 mm dia ) Class Pipe Including bed Concrete, RCC Cover.Drilling holes for inlet & Outlet Pipes ,Fixing brackets for fastening of outlet pipes etc .Complete. |
| 54 | Item No 21 :- Maintainance : To carry out annual maintainance & repairs of Main, Minors, laterals, etc for providing efficient irrigation facilities to WUA after completion of all construction activities & successful testing of all civil worksby the contractor etc. complete as per specification & as directed by engineer in charge (Each year 0.80 % for 5 years | 4 % of work Cost) i.e = 11159897 |
| 55 | 1st Year |
| 56 | 2nd Year |
| 57 | 3rd Year |
| 58 | 4th Year |
| 59 | 5th Year |
| 60 | Sub Estimate 2 |
| 61 | Item No 01 : Cleaning grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area as directed. |
| 62 | Item No 02: Preparation of detailed construction plan for pipe distribution network system including necessary command survey, linear survey for pipe laying using digital state of art Total Station or DGPS, chak planning, designing of pipe network, and preparation of estimates,as directed. & Delivering Contour map of 0.50 m. contour interval by using standard software & superimposing it on village map with scale1:5000. |
| 63 | Item-No. 03 :- Excavation for deep trenches for laying rising main in Soft Stata by crow bar and shavel including trimming to correct line, level and to specified widths including removing the excavated material and stacking or spreading the same upto a distance of 1 Km and all lifts as directed, preparing the bed for foundation and necessary safety precautions , keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As directed (Payable measurements with vertical excavation). |
| 64 | Item No. 04 :- Excavation for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 1Km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed. (Payable measurements with vertical excavation) Without Lead |
| 65 | Item No.05 :- Providing and laying sand bedding in trenches with sand of approved quality including watering and compaction etc complete as directed. |
| 66 | Item no. 6 :-Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. |
| 67 | Working Pressure 6Kg./Sq.cm |
| 68 | 63 RMT |
| 69 | 75 RMT |
| 70 | 90 RMT |
| 71 | 110 RMT |
| 72 | 125 RMT |
| 73 | 160 RMT |
| 74 | Item no.07 :- Hydraulic testing of H. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. |
| 75 | 63 KM |
| 76 | 75 KM |
| 77 | 90 KM |
| 78 | 110 KM |
| 79 | 125 KM |
| 80 | 160 KM |
| 81 | Item No.08 : Providing and Fitting Half Ball PVC valve at each Hydrants. |
| 82 | 90 . |
| 83 | 110 . |
| 84 | 125 . |
| 85 | 160 . |
| 86 | Item no 09 :-Backfilling the trenches using available material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously) |
| 87 | Item No. 10 :- Backfilling the trenches using Borrow material from excavation in layers not exceeding 300 mm, each layer shall be compacted by watering and ramming without disturbing the pipe line with excavated stuff , including breaking of clods of soil etc complete as directed. (The backfilling on the two sides of the pipeline should be carried out simultaneously)263) |
| 88 | Item No. 11 :- Providing and Laying outlet valve chamber of NP-2 (1000 mm dia ) Class Pipe Including bed Concrete, RCC Cover.Drilling holes for inlet & Outlet Pipes ,Fixing brackets for fastening of outlet pipes etc .Complete. |
| 89 | Item No 12 :-Disposal of all kinds of soil including boulders upto to 0.6 m diameter ( 0.113 cum ) for Excavated for deep trenches for laying rising main in Hard Rock of any toughness by breaker to correct line and level and to specified width including trimming and levelling the bed as directed, removing the excavated material and sorting, stacking the same upto a distance of 1 km and all lifts as directed, preparing the bed for foundation and keep the trench undisturbed till pipe laying & fixing necessary specials etc complete as per detailed specifications. As Directed. (Payable measurements with vertical excavation). |
| 90 | Item No 13:- Maintainance : To carry out annual maintainance & repairs of Main, Minors, laterals, etc for providing efficient irrigation facilities to WUA after completion of all construction activities & successful testing of all civil worksby the contractor etc. complete as per specification & as directed by engineer in charge (Each year 0.60 % for 5 years | 3 % of work Cost) i.e = 3103085.31 |
| 91 | 1st Year |
| 92 | 2nd Year |
| 93 | 3rd Year |
| 94 | 4th Year |
| 95 | 5th Year |
| 96 | PART B (1 % insurance & Royalty) |
| 97 | Add 1 % insurance |
| 98 | Royalty Charges Please Enable Macros to View BoQ information |
