|
| 1 | PRODUCTION WELLItem No. 1:- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Lift 0.00 to 1.5M. |
| 2 | Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 0.00 to 1.5M. (707+70.70) |
| 3 | Lift 1.50 to 3.00 M. (735+73.50) |
| 4 | Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete.PCC (1:2:4) ie M - 150 Lift 0.00 to 5.00 M. |
| 5 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, etc. cement is permitted.) M200Lift 0.00 to 5.00 M. |
| 6 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)For Vertical wall in M -200 grade Lift 0.00 to 5.00 m (9313+931.30) |
| 7 | Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)RCC M 200Slabs |
| 8 | Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) |
| 9 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. |
| 10 | Providing and fixing in position C.I. Type dapuri steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 11 | Dewatering the excavated well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.Total dewatering charges are to be proposed in the tender as lump sum amount and 75% is payble for excavation and 25% is payble for construction of well/ gallery out of 75% excavation, breakup shall be as under The provision made for dewatering in the tender being on lumpsum basis the same shall have reduced / increased proporpotionatly as the lenght of approach channel , connecting main or approach bridge reduced/ increased during actual execuction |
| 12 | Providing and constructing B.B. masonry circular manhole without conical shape excluding excavation, RCC 1:2:4 proportion,20 cm bedding brick masonry in CM 1:4 proportion, 23 cm thick for 2 M depth from top 35 cm thick for 2 M below it and 45 cm thick for balance depth, RCC slab at top and at 2 M depth from top for supporting brick masonry above it, plastering with smooth finish in CM 1:2 proportion, C.C. 1:2:4 finishing channels in smooth rendering, providing C.I. dapuritype steps each weighing 5.5 kg., providing and fixing S.F.R.C. frame and co ver of 56 cmdia. at top including cost of all materials and labour, etc. complete.1.00 M dia. x 2 M depth |
| 13 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 14 | SOLAR PUMPItem No.-1Providing and erecting and Testing 2.0 H.P Solar submersible brushless D.C. pump suitable for borewell with all necessary attachment, rate are incluuded , transportation,erecting charges, solar panels & AMC of 5 year on site. As per model 1 MNRE benchmark coast for off-grid and decentralized solar PV system for year 2021-2022 14/08/2021 (7.50 H.P. without USPC) (1200 Wp PV Array)as per order of shobhit Srivastav , Scientist D,32/24/2022-SPV division, GOI, MNRE Date 18-08-2021)Note:- Buy only Grundfos or Lorentz company Solar Pump From the market(Solar Pump 2.0 H.P. DC)installation of Solar Pump at Hilly Area |
| 15 | Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material50 mm. Dia |
| 16 | providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984)Without by pass arrangment PN-150 mm |
| 17 | Item No. 3: - Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 3 Core 2.5 sqm mm |
| 18 | Stainless steel bottom nipple |
| 19 | Foundation for Manual TrackerItem No. 1:- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 20 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewate ring, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259) |
| 21 | Providing dry trap/ granite/ quartzite/ gneiss,rubble stone soling in 15 cm to 20 cm thicklayers including hand packing andcompacting, etc. complete. (Bd-A-12/264) |
| 22 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC M150 Add 10% DSR Rate for Hilly Area (6204+620) |
| 23 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) RCC M 200 for Footing |
| 24 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted )RCC M 200 for column |
| 25 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) |
| 26 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding |
| 27 | FENCING GATE FOR MANUAL TRACKERItem No.-1Providing and erecting chain link fencing 1.6m height with G.I chain link of size 50x50m ,8 guage thick and fixed 75mm above ground level on vertical M.S angels 40x40x6mm size including excavating pits for foundation embeded in C.C block of 1:4:8 mix of size 450x450x670mm.a 1.75m c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts sand bolts sand horizontal m.s angle at top and bottom of 25x25x5mm size and verticle size M.S flat 35x5mm and 25x5mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete block of 1:4:8 of size 450x450x670mm including 3 coats of oil painting etc |
| 28 | Providing and fixing mild steel grill gate as per the detailed drawing including hinges, locking arrangements and painting in three coats of oil paint of approved colour and shade etc. complete.(weight 18 Kilogram. to 20 Kilogram. Per Sq.m.) Spec.Number: As directed by Engineer- in-charge |
| 29 | Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264) |
| 30 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. PCC M150 |
| 31 | CONSTRUCTION OF STEEL STRUCTURE FOR HDP WATER STORAGE TANKItem No.-1Providing and fabricating and fixing at site hot dip galavanised structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted I bolted Iwelded connections without connecting plates, braces etc. complete including all transporation , labour and all lift excluding GST |
| 32 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 33 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewate ring, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd- A-2/259) |
| 34 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. PCC M150 |
| 35 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) a)RCC M 250 square footing |
| 36 | b)RCC M 250 column |
| 37 | c)RCC M 250 beam(Brace) |
| 38 | Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) |
| 39 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 40 | Providing and fixing H.D.P container one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres |
| 41 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.65mm G.I. M' Class Pipe |
| 42 | Supplying & erecting Water lavel controller 230/ 415V AC., Four way for under ground & Over head tank operation. |
| 43 | Supplying & erecting mains 2x1.5 sq.mm. and earth wire 1.5 sq.mm FR PVC copper wire, ISI mark HMS PVC conduit min. 20mm dia, as per specification No: WG-MA/PC. |
| 44 | STAND POST AND SOAK PITItem No.-1 Providing and constructing two taps standpost as per type design with excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 concrete forplatform of 1.75 M dia. with side curb and bucket rest, 80 mm dia, heavy duty GI pipe central post duly filled therein with C.C. 1:2:4, 5 M long, 20 mm dia. Medium G.I. pipe from point of tapping to standpost, additional 20 mm dia G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule, etc. complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation is available. Rate includes draining arrangement by excavating open gutters. |
| 45 | Providing soak pit of size 120cm x 120cm x 120cm including excavating and filling with brick-bats. |
| 46 | RISING MAINItem No. 1:- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/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 GI & GOM in all respect etc. complete.75 mm HDPE 6 kg pipe |
| 47 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) with nesessary jointing material like mechanical connector i. e.thread / insert joint / quick release coupler joint/ compression fitting joint or flanged joint excludingcoupler/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 GI & GOM in all respect etc. complete.110 mm PVC 6 kg pipe |
| 48 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of followingdia including railway freight, inspection charges, unloading from railway wagon,oading into truck, transportation uptodepartmental stores, unloading, stackingexcluding GST levied by GOI & GOM in allrespect etc. complete Reflux valves as per I.S.5312 Part I (1984) Reflux valves PN - 1 -- 65 mm dia. |
| 49 | Providing at site of work HDPE & PVC specials suitable for above 10% of cost of pipes |
| 50 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 51 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 52 | Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 53 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 54 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.For murrum bedding |
| 55 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loadingclamp etc. and all labours as directed by engineer incharge as per IS-7634 Part II75 mm HDPE 6 kg pipe |
| 56 | 110 mm PVC 6 kg pipe |
| 57 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.)NRV valves PN - 1 --65 mm dia |
| 58 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 59 | 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.Size 60 x 45 x 90 cm. |
| 60 | GSR ABSTRACTRCC GSR CAP 10,000 LITRDesigning (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound inCM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F.pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure. |
| 61 | 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 GI & GOM in all respect etc. complete.75 mm HDPE 6 kg pipe |
| 62 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.65 mm dia.. Sl. Valve PN 1.0 |
| 63 | Providing at site of works HDPE specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete. |
| 64 | Add.DistributionItem No. 1:-Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 75 mm pvc 4 kg/cm2 pipe |
| 65 | Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.Sluice valves PN - 1 --80 mm dia. |
| 66 | Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.10% of Cost of pipes |
| 67 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road,Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 68 | Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 69 | Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 70 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. |
| 71 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction completeFor murrum bedding. |
| 72 | Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint).75 mm pvc 4 kg/cm2 pipe |
| 73 | Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.)Sluice valves PN - 1 --80 mm dia. |
| 74 | Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.100 mm x 225 mm (20 kg) |
| 75 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 76 | TRAIL RUNItem No. 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Trial Run For 1 month |
| 77 | Provision for Chemical charges for one month -- etc comp.For 3 Months requirement (0.287 x 90x5 kg )=0.13 MT |
| 78 | Providing and fixing signboards of size size60x80cm made out of 14gauge M.S.Sheet with retroreflective sheeting of Engineering Grade as per M.O.T.specificationNo.801-3(1993)white reflective background,lettering symbol bordering of black non reflective paint including 3.65 metre long M.S.angle onepost of 65x65x6mm size duly painted with white and black bands including fixing the boards of M.S.angle with galvanised nuts and bolts and washer.The Board shall be as per IRC-67-1977 including conveying fixinging round with C.C.1:4:8 block of size0.60x0.60x0.75m,with 7 year guarantee for the sheeting etc.complete. Mild Steel Board with Engineering Grade. Please Enable Macros to View BoQ information |
