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| 1 | Subwork No.1 -Rising MainItem No: 1- Excavation for foundation /Pipe trenches in HardMurum including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc.In Soil |
| 2 | In Hard Murum |
| 3 | In HMB |
| 4 | In SOFT ROCK |
| 5 | Item No: 2- Providing & Supplying medium classG.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc.75mm dia HDPE Pipes 10KG |
| 6 | 65mm dia GI Pipes |
| 7 | Item No: 3- Lowering laying and jointing P.V.C.Pipes / G.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc.75mm dia HDPE Pipes 10KG |
| 8 | 65mm dia GI Pipes |
| 9 | Item No: 5- Providing and fixing ISI Mark Air ValvesSluice Valves Non Return Valves as below of following diameter including all taxes ( central & local) railway freight inspection charges unloading and loading etc.15mm Dia Air Valve |
| 10 | 80mm Dia NR Valve |
| 11 | Item No: 6- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.B.B. masonry valve chamber 60x45, Depth 0.9M with cover |
| 12 | Item No: 7- Hydraulic testing of GI/PVC 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 pressuregauges 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.75mm dia HDPE Pipes 10KG |
| 13 | 65mm dia GI Pipes |
| 14 | Item No: 8- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 15 | Subwork No.2 - RCC ESR Cap.37000 lit 3.0m St.Ht.Item No: 1-Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns internal and external bracings spaced vertically not more than 4.5 m centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capcity above 500 cum including excavation in all types of strata foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering laying erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout overflow and bypass arrangements as per departmental design, providing and fixing accessories such as MS ladder, CI manhole frame and covers, water level indicators, lightning conductor, GI pipe railing ground walkway and top slab, providing spiral staircase from ground level to roof level, MS grill gate of 2 Mtr. height with locking arrangemnt of approved design B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats ofcement paint to the structure including roof slab, epoxy painting to internal surface and anti termite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code, The job to include painting the name of the scheme and other details on the reservoir as per the direction of Engineer-in-chargeThe rates are applicable for staging height of 12 M.These rates shall be increased or decreased per meter variation in this staging height as below:3.00 Mtr ht ESR of capasity 37000litre |
| 16 | Item No: 2- Providing & Supplying medium classG.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc.150 mm dia G.I. Pipes |
| 17 | 100 mm dia G.I. Pipes |
| 18 | Subwork No.3 - Distribution SystemItem No: 1- Excavation for foundation /Pipe trenches in HardMurum including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc.In Soil |
| 19 | In Hard Murum |
| 20 | In HMB |
| 21 | Item No: 2- Providing & Supplying medium classG.I.Pipes of following dia & class including all local & cental taxes octroi inspection trasporation to stores & all cost of jointing materials of labour & giving satisfactory hydraulice testingetc.140 mm dia HDPE Pipes 6KG |
| 22 | 90 mm dia HDPE Pipes 6KG |
| 23 | 125m dia GI Pipes |
| 24 | 100m dia GI Pipes |
| 25 | 80 mm dia GI Pipes |
| 26 | 65mm dia GI Pipes |
| 27 | Item No: 3- Lowering laying and jointing P.V.C.Pipes / G.I. Pipes of medium class including conveyance from stores to site all labour giving satisfactory hydraulice test etc.140 mm dia HDPE Pipes 6KG |
| 28 | 90 mm dia HDPE Pipes 6KG |
| 29 | 125m dia GI Pipes |
| 30 | 100m dia GI Pipes |
| 31 | 80 mm dia GI Pipes |
| 32 | Item No: 5- Providing and fixing ISI Mark Air ValvesSluice Valves Non Return Valves as below of following diameter including all taxes ( central & local) railway freight inspection charges unloading and loading etc.65mm Dia Sluice Valve |
| 33 | Item No: 6- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.B.B. masonry valve chamber 60x45, Depth 0.9M with cover |
| 34 | Item No: 7- Hydraulic testing of GI/PVC 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.140 mm dia HDPE Pipes 6KG |
| 35 | 90 mm dia HDPE Pipes 6KG |
| 36 | 125m dia GI Pipes |
| 37 | 100m dia GI Pipes |
| 38 | 80 mm dia GI Pipes |
| 39 | Item No: 8- Refilling the trenches with available excavated stuff with soft materials first over pipeline and then hard materials in 15 cm laters with all leads and lifts including consolidation surcharging etc. |
| 40 | Item No: 7-Providing Horizontal bore for road crossingMarket Rate |
| 41 | Subwork No - 4 Providing & Fixing Information Board as per type design including necessary excavation for fixing M.S. angle post in all types of strata ,P.C.C.blocks in grade (1:2:4), angle post two section 50 x 50 x 6 mm of 2.75 M each, steel plate of 16 gauge & size 1.5 x1.2 meter supported by M.S. plate of size 25 x 6 mm of length 1.50 meter each @ top and bottom painting the angles and board by oil paint in two coats, writing letters on one coat of approved shade etc. completed |
