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| 1 | Excavation for foundation/pipe trenches in hard murum & boulder including excavated materials including normal dewtering etc complete. |
| 2 | Excavation for foundation / pipe trenches insoft rock by chiselling where necessary & removing the excavated material & stacking it in measurable heaps within a distance of 50 m from the area & lifts as below, normal dewatering, excluding the backfilling etc complete. |
| 3 | Excavation for foundation / pipe trenches in hard rock by chiselling where necessary & removing the excavated material & stacking it in measurable heaps within a distance of 50 m from the area & lifts as below, normal dewatering, excluding the backfilling etc complete. |
| 4 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15cm to 20cm layers including watering and compaction,etc.complete.(Bd-A-10/263) |
| 5 | 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, inspectioncharges, loading / unloading charges, conveyance to the departmental stores &stacking the same in closed shade dulyprotecting from sunrays & rains, excluding GSTlevied by GI & GOM in all respect etc. complete 63 mm dia 8 kg/cm HDPE pipe |
| 6 | 110 mm dia 8 kg/cm HDPE Pipe |
| 7 | Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including allspecials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent ISCode complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 63 mm dia 8 kg/cm HDPE pipe |
| 8 | 110 mm dia 8 kg/cm HDPE Pipe |
| 9 | Hydraulic testing of H. D. P. E./ M. 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 andreinstatingtooriginalposition.. 63 mm dia 8 kg/cm HDPE pipe |
| 10 | 110 mm dia 8 kg/cm HDPE Pipe |
| 11 | Providing & accordance Supply with BS of Electro EN12201:suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water applicationand shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transitinsurance, loading, unloading, stacking excludingGST levied by GOI & GOM in all respect, etccoupler 110 mm dia |
| 12 | Elbow 110 mm dia |
| 13 | Equal Tees 110 mm dia |
| 14 | Providing and supplying ISI mark GI pipe of following class and dia including all taxes,loading and unloading, octri,transportation including etc complete 65 mm dia GI B class pipe |
| 15 | Lowering and laying, jointing of ISI mark GI pipe of following class and dia including hydraulic testing etc complete.65 mm dia GI B class pipe |
| 16 | Providing ISI mark CI double short body type manually operated sluice valve of following dia including all taxes ,loading and unloading ,transportation etc complete. 200 mm dia Sluice valve PN1 |
| 17 | 150 mm dia Sluice valve PN 1 |
| 18 | 100 mm dia Sluice valve PN 1 |
| 19 | 50 mm dia Sluice valve PN 1 |
| 20 | Lowering and laying ,jointing of MJP standard Sluice valve,NRV of following class and dia including testing etc complete. 200 mm dia Sluice valve PN1 |
| 21 | 150 mm dia Sluice valve PN 1 |
| 22 | 100 mm dia Sluice valve PN 1 |
| 23 | 50 mm dia Sluice valve PN 1 |
| 24 | Supply of CI Mechanical compression coller coupling sutaible for ci spun pipe and complete with sealing rubber gasket etc complete, 100 mm dia |
| 25 | 150 mm dia |
| 26 | 200 mm dia |
| 27 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cementmortar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually ,striking joints on unexposed face sand watering etc.complete. |
| 28 | Providingsecond classBurnt Brickmasonrywith conventional/ I.S. type bricks incementmortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete |
| 29 | Providing hoisting and fixing in position sintex or equivalent high density polyethylene UV stabilized conforming to I.S.12701, water storage tank with necessary connections, testing & all required accessaries etc. complete. |
| 30 | Providing and laying in situ following grades of C.C.of trap/granite/gneiss metal for foundations and bedding including dewatering, formwork, compacting and curing, finishing, etc complete |
| 31 | Providing and fixing on wall/ceiling/floor 15 mm dia CPVC pipe with necessary fitting,remaking good the demoshied portion etc complete.including removing existing pipe line if necessary and convryaing and stacking the same in PWD chouky or as directed etc complete. |
| 32 | Providing and fixing 15 mm dia.concussion push button type brass/gun metal self closing tap including necessary socket complete. |
| 33 | Clean the existing surface / terrace thoroughly to remove dirt, loose particles, laitance etc. For emergency waterproofing of existing terrace. Use a vacuum cleaner or high pressure jet or wire brushing as per requirement. Examine the surface closely for any cracks. Fill it with acrylic polymeric non-shrink crack filler putty as approved by Engineer in charge a pure aliphatic, acrylic, polymer modified ready to use paste. After filling, allow the surface to dry for atleast 24 hrs. If the depth of the crack is more than 23 mmapply in layers at intervals. Moisten the surface with a water jet one day prior to the application of waterproofing coating. Mix 1 part of 2-(methoxycarbonyl)-1-propene Butyl-2 propenoate (MPBP) membrane as approved by Engineer in charge and 1 part of grey cement by weight using a low speed mechanical stirrer to form slurry lump freeconsistency. Apply this as a primer coat of2(methoxycarbonyl)-1-propene-Butyl-2propenoate (MPBP) membrane as approved by Engineer in charge. Apply the same slurry by roller at 24 hrs interval between the applications of each coat. Extend thecoating to parapet walls. Allow the primer coat to set for 24 hrs. After the primer coat isset, apply two coats of pure enoate based polymer titanium dioxide based 2(methoxycarbonyl)-1-propene-butyl-2 propenoate (TMPBP) and 2-(methoxycarbonyl)1-propene-Butyl-2 propenoate (MPBP) of waterproof coating as approved by Engineerin charge on surface. Ensure that no pinholes are let untouched. Allow the membrane tocure for 24-48 hours. Single Component, UV Resistant, Elastomeric, High BuildWaterproof Coating (Confirming to DIN 1048) should have following minimum |
| 34 | Valve Chamber with Precast RCC Covers 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 proportionprecastRCCframeandcover,etc. complete as directed by Engineer-in-charge. |
| 35 | Supplying, installing, testing and commissioning Solar street light pole comprising of 12W LED luminaire, 12.8V- 30Ah Li battery, with 75Wp Solar panel, MS Powder Coated Battery Box weatherproof, mounted on 75/80 mm dia. BGrade GI Pole of 6 Mtr. height (5m above ground & 1m below ground), 12W LED Chip of luminaire should be in compliance to IES: LM-80 & Performance parameters of luminaire shall be as per IES LM-79:2008 Or IS 16106 : 2012); along with brackets, foundation, earthing and necessary accessories complete as per MNRE specification |
| 36 | Providing flush grooved pointingwith cementmortar 1:3 for stonemasonrywork including scaffolding and curing etc. complete. |
| 37 | Refilling the trenches from excavated stuff with soft material in 15 cm layers with all leads & lifts including consolidation surcharging … etc complete. Please Enable Macros to View BoQ information |
