Drinking Water And Sanitation Department has published Rukka Rural Water Supply Scheme On Turnkey Basis Construction Of Pump House Supplying Indtallation Of Clear Water Pumping Machinery Supplying And Laying Clear Water Rising Main Construction Of Velvated Service Reservoir 9 Esr Capacity Of 1 Lakh Liters Wit. Submission Date for this Tender is 05-11-2020. Water Pump Tenders in RANCHI Jharkhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-Oct-2020 | Corrigendum | Date | 05-11-2020 |
| Name of Work :- Construction of Pump House, supplying and installation of clear water Pumping machinary,Supplying & laying clear water rising main, construction of eleveted service Resorvior (ESR), construction of one lakh litre with 13M staging,Boundry wall/Compound wall, Supplying and laying Distribution system,House connection with two year Operation & Maintenance(O/M) for Ruka Rural Pipe water supply Scheme on Turnkey Basis. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation in foundation trenches in ordinary soil (Vide classification of soil item – “A”) and disposal of excavated earth as obtained to a distance upto 50 M including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved building specification and direction of E/I. | BI01010001010000000000000515BI0100001114 | 15.879 | Cubic Meter |
| 2 | 2 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001115 | 1.894 | Cubic Meter |
| 3 | 3 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001116 | 23.82 | Square Meter |
| 4 | 4 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building speci. & direction of E/I. | BI01010001010000000000000515BI0100001117 | 2.146 | Cubic Meter |
| 5 | 5 | Providing designation 75 A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001118 | 9.376 | Cubic Meter |
| 6 | 6 | Providing 25 mm thick damp proof coarse with cement conctrate M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering and mixing cement concrete in mixer with 5% cico or any other approved water proffing adn placing in position, striking, curing taxes & royality all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001119 | 5.362 | Square Meter |
| 7 | 7 | Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to depth curing taxes and royalty all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001120 | 11.072 | Cubic Meter |
| 8 | 8 | Providing R.C.C. M-200 in nominal mix of (1:1.5:3) in band at Lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building speci. & direction of E/I. | BI01010001010000000000000515BI0100001121 | 0.536 | Cubic Meter |
| 9 | 9 | Providing average 63mm thick R.C.C.-200 in nominal mix of (1:1.5:3) in chajja with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including making drip coarse in concrete, screening, centering, shuttering and mixing cement concrete in mixer and placing in position, vibrating, striking, 6mm cement plaster (1:4) in ceiling and sides of Chajja with sand of F.M. 1.5 curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001122 | 4.65 | Square Meter |
| 10 | 10 | Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in roof slab (including manhole cover) with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001123 | 1.86 | Cubic Meter |
| 11 | 11 | Providing R.C.C. M-200 in nominal mix of (1:1.5:3) in beam with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001124 | 0.35 | Cubic Meter |
| 12 | 12 | Supplying fitting and fixing fully glazed steel door window of ventilators standard rolled "Z" and mullion section and sizes as per I.S-1038 joints met and welded with 100 x 16 x 3mm MS lugs fixed in cement concrete (1:2:4) blocks 15x10x10 cm size including cost of oxidized iron fitting with hings, handle per steps catch spring 3mm thick plain glass panes with Aluminum beads and inner frame fixed with lugs of 20mm long 6.3mm G.I counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site to hoistiong and placing in all storey and taxes all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001125 | 3.24 | Square Meter |
| 13 | 13 | Providing and fitting 20 gauge G.C.I. Sheet gate fitted on M.S. angle frame of size 60 x 60 x 6mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a pimining red lead paint over steel work, taxes all complete as per direction of E/I. | BI01010001010000000000000515BI0100001126 | 2.52 | Square Meter |
| 14 | 14 | Supplying fitting and fixing M.S Grill made of 20 x 6mm M.S Flat as per approved design & Drawing properly fabricated with joints continuous filled welded and finished smooth, carriage of grill to work site hoising as per buiding specification and direction of E/I.(where material is not supplied by the deptt.) | BI01010001010000000000000515BI0100001127 | 132.84 | Kilogram |
| 15 | 15 | Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001128 | 13.75 | Square Meter |
| 16 | 16 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes, royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001129 | 109.49 | Square Meter |
| 17 | 17 | Filling in foundation trenches and plinth in layers not exeeding 150mm well watered rammed fully campacted and and fine dressesd with earth obtained after cutting within a lead of 50M and lift of 1.5 M all complete as per building sapecification and direction of E/I. (Mode of measurment compacted volume). | BI01010001010000000000000515BI0100001130 | 3.49 | Square Meter |
| 18 | 18 | Providing 50mm thick cement cone flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with floating coat of neat cement punning including the surface smooth by rubbing carborandum stone all complete etc. | BI01010001010000000000000515BI0100001131 | 10.95 | Cubic Meter |
| 19 | 19 | Providing designation 75 A brick on edge soling in C.M. (1:4) with top surface flush pointed in C.M. (1:4) with approved quality of clean sand including the cost of curing,taxes and royalty all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001132 | 13.725 | Square Meter |
| 20 | 20 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding curing and taxes all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001133 | 123.24 | Square Meter |
| 21 | 21 | Providing primer one coat of red lead paint of approved shade and make over new steel surface including preparingn the surface after removing dirt, scales,. smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001134 | 12.15 | Square Meter |
| 22 | 22 | Providing Tor Steel reinforcement of 8mm dia rods as per approved design and drawing excluding carriage of M.S. bar to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001135 | 0.238 | Metric Tonne |
| 23 | 23 | Carriage of materials from divisional store are klin side or quality side to work site including contractor profit loading, unloading transporting, all complete. Briks -15 Km lead | BI01010001010000000000000515BI0100001136 | 9819 | No. |
| 24 | 24 | Cement =8 km lead\n | BI01010001010000000000000515BI0100001137 | 4.18 | MT |
| 25 | 25 | Steel= 8Km lead | BI01010001010000000000000515BI0100001138 | 0.238 | MT |
| 26 | 26 | Sand =15Km Lead | BI01010001010000000000000515BI0100001139 | 12.82 | M3 |
| 27 | 27 | Ston Chips = 15 KM lead | BI01010001010000000000000515BI0100001140 | 5.24 | M3 |
| 28 | 28 | Clear Water Pumping Machinary & Allied works at sumpwell at Rukka Rural water supply scheme | BI01010001010000000000000515BI0100001141 | ||
| 29 | 29 | Clear water Pumpsets :- Horizonatal spit casing/End suction type centrifugal pump (make: Kirlosker/WPIL/ Mather & Platt/Jyoti, capable of discharge against total head coupled with TEFC squirel cage energy effecient induction motor conforming to IS 325/1996 & IS 12615/2004, operating on 415 V, 3 phase, 50 C/S A.C Supply having speed 1500 rpm having Eff1 rating (make: Kirlosker/ Abb/Jyoti/Bhel/Schneider/Crompton) with a suitable Type coupling (Unique MAke) and mounted on a common M.S Fabricated BAse plate including construction of foundation erection and doing alignment with pressure gauge suitable size of NR valves and stainer, standard fittings all complete as per site requirement and direction of E/I.\nDischarge -250 LPM, Head -33m, Pump-5 H.P BPH (1W+IS) | BI01010001010000000000000515BI0100001142 | 2 | Each |
| 30 | 30 | Starter :- Supplying and errecting assumed fully auto start delta starter in a provided cubical pannel to oparate squerrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no coil, overloaded relay and ON OFF push bottons with necessary materials and connecred to supply etc.all compete.(make :Jyoti/L&T/ABB)\nFor 5.00BHP | BI01010001010000000000000515BI0100001143 | 2 | Each |
| 31 | 31 | Supply indtallation and commissioning of 2mm thick,MS sheet of suitable size, dust and vermin proof consisting of following accessories. | BI01010001010000000000000515BI0100001144 | ||
| 32 | 32 | (A) incoming feeder-63 A TPN 415 V MCCB with thermal release rage, adjustable and breaking capacity with rotary operating machanism handle of make L&T/ SIEMENS/Jyoti-1 NO | BI01010001010000000000000515BI0100001145 | ||
| 33 | 33 | (B) outgoing feeder-25 A TP 415 V MCCB with thermal release rage, adjustable and breaking capacity with rotary operating machanism handle of make L&T/ SIEMENS/Jyoti-1 NO | BI01010001010000000000000515BI0100001146 | ||
| 34 | 34 | (C) Bus Bar - 4 pole 63 A 415 V alluminium strip bar enclosed in MS sheet etc. all complete Job-1 NO | BI01010001010000000000000515BI0100001147 | ||
| 35 | 35 | (D) Voltmeter- (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make-2 Nos. | BI01010001010000000000000515BI0100001148 | ||
| 36 | 36 | (E) Ammeter- (0-63) CToperated with selector switch of IMP/L&T/AE or of equivalent approved make-2 Nos. | BI01010001010000000000000515BI0100001149 | ||
| 37 | 37 | (F) Indicating lamp LED- L & T SIEMENS make in Red , Yellow and green colour-1Set | BI01010001010000000000000515BI0100001150 | ||
| 38 | 38 | (G) 25 A /32A MCB for light load other load of L&T/SIEMENTS/Jyoti make-2 no | BI01010001010000000000000515BI0100001151 | ||
| 39 | 39 | (H) APFC Panel of required KVAR with LT capacitor banks in standards stages with reactor coils for raising PF from 0.80 to 0.98 etc allcomplete including motor control relays | BI01010001010000000000000515BI0100001152 | 1 | Each |
| 40 | 40 | Supplying laying and suitably terminationg both ends following cables:- | BI01010001010000000000000515BI0100001153 | ||
| 41 | 41 | (a) Cost of 25 Sq mm x 3.5 core XLPE aluminium armoured 1.1KV grade cable including laying on cable tray from Tapping connection to LT panel in the clear water pumphouse. | BI01010001010000000000000515BI0100001154 | 120 | Meter |
| 42 | 42 | (b) Cost of 6 Sq mm x 3.0 core XLPE 1.1KV grade solid/standard copper conductor with 6mm thick cable including laying on floor from LT panel to motors. | BI01010001010000000000000515BI0100001155 | 80 | Meter |
| 43 | 43 | Earthing- Earthing with coper earth plate 600mm x 600mm x 3mm thick including accessoriesand providing masanaryenclouser with cover plate having locking arrangement and watering pipe of 2.7 m long etc with charcaol/coke and salt as reequired. | BI01010001010000000000000515BI0100001156 | 3 | Job |
| 44 | 44 | Provision for Clear water Rising Main . | BI01010001010000000000000515BI0100001157 | ||
| 45 | 45 | Providing & Suppying ISI Mark centrifugaly Gally cast (Spun) ductile Iron Pipe of 100mm and above all diameter for water work with socket & SPIGOT end confirming to IS: 8329/2000 in standard works length of 4.50,5.50 and 6.00 Meter for classification K-7 & K-9 suitable for push-on-joint (rubber gasket dejointing) with cement mortar lining in side the pipe with out side zinc and bituminous coating rate including all other taxes, insurance, carriage to wotk site, loading/unloading etc stating including inspection charge and all complete 1 no. rubber gasket with each pipe.\nDI pipe 100mm dia class K-9 | BI01010001010000000000000515BI0100001158 | 2000 | Meter |
| 46 | 46 | Providing and supplying ISI standard D.I specials & fittings with seating Rubber gasket of S.B.R complete with cast iron folloer gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including cost of all labours and materials and transportation to stores/site loading unloading including all taxes etc. complete as per I.S 9523 | BI01010001010000000000000515BI0100001159 | 701.68 | Kilogram |
| 47 | 47 | Carriage of pipe up to 250km 100mm dia DI pipe k-9 (Payment according actual lead) | BI01010001010000000000000515BI0100001160 | 2000 | Meter |
| 48 | 48 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including wom gear arrangement as per test pressure satainless steel spindle, caps including all tranportation etc complete \n(without bypass Arrangement)\nSluice valve PN 1.6 100mm dia | BI01010001010000000000000515BI0100001161 | 2 | Each |
| 49 | 49 | Providing and supplying air valve as per ISI 14845-2000 and M J P's standard specifications including all taxes (central and local) railway fright inspection charges loading unloading transportation up to departmental stor/site etc complete (Single Ball flanged Type Air Valve P.N 1.6 Dia 25 mm) | BI01010001010000000000000515BI0100001162 | 2 | Each |
| 50 | 50 | Lowering, Laying & fixing in proper alignment and position all types of C.I air valves as directed by Engineer-in-charge including cost of conveyance from store to site of all materails and giving satisfactorey hydrolic testing etc complete (For all class of valves)\n25mm dia | BI01010001010000000000000515BI0100001163 | 2 | Each |
| 51 | 51 | Earth work in excavation (as per is 3114/I965 for laying of different type and sizes of pipe so as to given one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lead as per specification and direction of E/I. | BI01010001010000000000000515BI0100001164 | 826.87 | Cubic Meter |
| 52 | 52 | Earthwork in excavation of foundation trenches in ordinary soil vide classification of Soil item- B & disposal of excavated earth (50M away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. | BI01010001010000000000000515BI0100001165 | 275.62 | Cubic Meter |
| 53 | 53 | Supplying all tools & cutting Road as well restoring the same as per specification and direction of E/I. Pukka Road (Exept black top only taken ;put materials to be used ) for cutting road as per requirment. | BI01010001010000000000000515BI0100001166 | 40 | Square Meter |
| 54 | 54 | Bonnd macadam Road (Taken out materials will be used) for cutting road as per requirement.\n30% of restoration work i.e 100 x 0.3 =30.00M² | BI01010001010000000000000515BI0100001167 | 30 | Square Meter |
| 55 | 55 | Dismantling Plain cement or lime concrete work including and stacking serviceable materials in countable stacks and disposal of unserviceable materials with all lead of 15 Mtrs. etc. all complete as per direction of E/I. | BI01010001010000000000000515BI0100001168 | 4.5 | Square Meter |
| 56 | 56 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I | BI01010001010000000000000515BI0100001169 | 4.5 | Square Meter |
| 57 | 57 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. | BI01010001010000000000000515BI0100001170 | 881.99 | Cubic Meter |
| 58 | 58 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA/DI) trenches supplying without rubber gasket conforming to I.S.S -5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete as per deisgn, specification and direction of E/I. \n100 mm dia DI K-9 | BI01010001010000000000000515BI0100001171 | 2000 | Meter |
| 59 | 59 | Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged Joints as per I.S specification , including supplying all jointing materials (Pig lead confirming to ISS 782-1978, yarn confirming to IS.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I\n100 mm dia Sluice Valve | BI01010001010000000000000515BI0100001172 | 2 | Each |
| 60 | 60 | supplying Labour, tools and tackles for testing of laid C.I/D.I or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60.00 M head of water all complete as per specification and direction of E/I.\n100 mm dia pipe- | BI01010001010000000000000515BI0100001173 | 2000 | Meter |
| 61 | 61 | Labour charges for one cutting of DI/C.I and specials including supplying necessary tools & plants chipping or filling surface finish as per specification and directin of E/I. \n100mm dia pipe- | BI01010001010000000000000515BI0100001174 | 20 | Each |
| 62 | 62 | Construction of B.W. masonary valve chamber size 1.20 x 0.90 x 1.50 m | BI01010001010000000000000515BI0100001175 | 4 | Each |
| 63 | 63 | supplying sll msterials & construction of Thrust Block where required. | BI01010001010000000000000515BI0100001176 | 4 | Each |
| 64 | 64 | Provision for Elevated Service Reservior (ESR).100 KL stagging 13 m | BI01010001010000000000000515BI0100001177 | ||
| 65 | 65 | Designing(aestheticaly) and constructing R.C.C Elevated servise Reserviors of following capacity with RCC staging cosisting of coloumns, internal and external bracing spaced vertically not more than 4.5 M center to center of E.S.R having capacity above 500M³ & not more than 6mm c/c of E.S.R having capacity above 500M³ including excavation ain all types of strata foundation concrete cement plaster with water proofing compound to the inside face of the container including refiling disposing of the surplus stuff within a lead of 50 M all labours and material charges including lowering,laying,erecting hoisting and jointing of pipe assembly of inlet, outlet, washout , overflow and bypass arrengements as per departmental design providing and fixing accessories such as M.S ladder , C.I manhole frame and cover water level indicators, lightening conductor, G.I pipe railing around walk away and top slab, providing spiral stairs case from ground level to roof level, M.S grilgate of 2 Mts height with locking arrangement, B.B., Masonary chamber for all valves, ventilation shaft, providing and applyingthere cost of cement paint to the structurere including roof slab and epoxy paint to internal surface & anti terminate treatmet for under ground parts of the structure and giving , satisfactory water tightness test as per I.S code , then C.D to including painting the name of the scheme and othre details on the reservior as per the direection of E/I.(seismic Zone -II) | BI01010001010000000000000515BI0100001178 | ||
| 66 | 66 | The design of the strucutre be in accordance with relevant (I.S 3770-1965 or revised.\nThe design shall satisfy the stipulation as per IS 1893-1984 and IS 139920/1993 fro sesmic forece and IS - 1182/1985 for RCC staging of overhead tanks.\nFor Design having more than 6 coloumn, providing of internal bracing is obigatory. External bracing is also oblicgatory.\nThe entire structure shall be in M/250 mix only. However concrete in contact with watr such as container, base slab, wall, roof slab & footing in water borne area shall be M-300. | BI01010001010000000000000515BI0100001179 | ||
| 67 | 67 | Plain round mild steel bras grade-1 confirming to I.S 432 PArt-1 or high yield strength deformed bars confirming to I.S 1786 or I.S 1139 shall be used Grade-II mild sreel bars will not be alowed. \n\nIrrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level.\nThese rates are include providing M.S ladder for E.S.R up to 2 Lakh litre Capacity and providing spiral staircase for E.S.R sbove 2lakhs litre capavity.\n\n\nStaging shall be sedigned with stresses of M-200 fo E.S.R however all RCC construction should be done in M-250 except concrete in contact with water shall be designed & construction in M-300. | BI01010001010000000000000515BI0100001180 | ||
| 68 | 68 | These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.\nAll condition given in the Member SEcretary's Circular No.- MJP/TS-1?350/1668 dt 2.08.97 and MPJ/S-1/350/2127 dt 13.7.99 shall be strictly followed and additional cost if any due to these conditions is included in the rates mentioned below:- | BI01010001010000000000000515BI0100001181 | ||
| 69 | 69 | 72% rate shall be payable for reinforcement concrete and platstering items of containers of E.S.R till satisfactory hydrolic testing for water tightness is given and till that work shall be treated as complete.\nThe rates indicated in the tabel are exluded the cost of pipes specials and valves required fro inlet outlet washout overflow and bypass arrangement the scope of work however including cost of erecting laying and jointing of pipes and valves including cost of jointing materials upto 5M beyond outer face of cutermost coloumn. | BI01010001010000000000000515BI0100001182 | ||
| 70 | 70 | For ESR upto 500cum capacity C.I.D double flanged pipes upto 300mm dia shall be provided and C.I specials shall be used. For ESR above 500 cum capacity C.I/M.S pipes assembly with minimum 8mm thickness above 500mm dia can be used with proper anti corrosive epoxy treatment from inside and outside. | BI01010001010000000000000515BI0100001183 | ||
| 71 | 71 | Below Mentiond rates are for foundation with including foooting with bearing capacity of 30 tonnes per square meter. For raft foundation these rates shall be incresed by 7.5% where safe bearing capacity (SBC) is 5M.T per sqm and by 5% where. | BI01010001010000000000000515BI0100001184 | ||
| 72 | 72 | SBS is more than 5MT/sqm this percentage of 5% or 7.5% is applicable fro estimate of amount of lumpsum item ESR for extra item due to change from indivisual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR item.\nThe rates shall be increase by 30% for bearing piles upto depth of 10m adn for further incresed in depth by 5M each it shall be increased by another 10%. These rates are applicable where raft is not reasible for Pile foundation sulphate resistant cement shall only be used. Single pile fro the column is not permited group of piles shall be designed with cap for each column of ESR. \nThese rates are applicable for staging height of 12M.These rates shall be increased or decresed for per Meter variation in the staging height as below | BI01010001010000000000000515BI0100001185 | ||
| 73 | 73 | ESR capacity -100KL, Staging-13 Mtr. | BI01010001010000000000000515BI0100001186 | 1 | JOB |
| 74 | 74 | Construction of Compound Wall/Boundry wall at E.S.R (size of boundry wall=20x 20M). | BI01010001010000000000000515BI0100001187 | ||
| 75 | 75 | Earthwork in excavation in foundation trenches in ordinary soil (Soil item- B) & disposal o excavated earth obtained to a distance up to 50M including all foundation trenches removing root of trees, shrubs all with initial lead of 150m ans initial lift of 1.5m as per approved design bulding specification and direction of E/I.\n | BI01010001010000000000000515BI0100001188 | 37.83 | Cubic Meter |
| 76 | 76 | For Stiffiner | BI01010001010000000000000515BI0100001189 | 3.024 | Cubic Meter |
| 77 | 77 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. \n | BI01010001010000000000000515BI0100001190 | 5.04 | Cubic Meter |
| 78 | 78 | For Stiffiner | BI01010001010000000000000515BI0100001191 | 0.288 | Cubic Meter |
| 79 | 79 | Providing designation 75A one brick flat soling joints filled with local sand inculding cost of watering taxes royalty all complete as per building specification and direction of E/I.\n | BI01010001010000000000000515BI0100001192 | 50.44 | Square Meter |
| 80 | 80 | For Stiffiner | BI01010001010000000000000515BI0100001193 | 2.88 | Square Meter |
| 81 | 81 | Providing P.C.C. M-100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm size graded and clean coarse sand of F.M. 2.5 to 3 including sereening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.\n | BI01010001010000000000000515BI0100001194 | 5.044 | Cubic Meter |
| 82 | 82 | For Stiffiner - | BI01010001010000000000000515BI0100001195 | 0.288 | Cubic Meter |
| 83 | 83 | Providing designation 75 A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001196 | 24.515 | Cubic Meter |
| 84 | 84 | Providing 25 mm thick damp proof coarse with cement conctrate M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips of 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering and mixing cement concrete in mixer with 5% cico or any other approved water proffing adn placing in position, striking, curing taxes & royality all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001197 | 28.65 | Square Meter |
| 85 | 85 | Providing designation 75 A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing taxes and royalty all complete as per building specification & direction of E/I. | BI01010001010000000000000515BI0100001198 | 30.283 | Cubic Meter |
| 86 | 86 | Providing Precast R.C.C. M-150 with nominal mix of (1:2:4) in different places with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, Shuttering, mixing cement concrete in mixer & placing in position, Vibrating, striking, curring (but excculding the cost of reinforcement) taxes & royalty all complete as per building specification & direcction of E/I. | BI01010001010000000000000515BI0100001199 | 2.846 | Cubic Meter |
| 87 | 87 | Providing Precast R.C.C. M-150 with nominal mix of (1:2:4) in different places with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, Shuttering, mixing cement concrete in mixer & placing in position, Vibrating, striking, curring (but excculding the cost of reinforcement) taxes & royalty all complete as per building specification & direcction of E/I. | BI01010001010000000000000515BI0100001200 | 1.017 | Cubic Meter |
| 88 | 88 | Providing Tor Steel reinforcement of 8mm dia rods as per approved design and drawing excluding carriage of M.S. bar to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001201 | 0.303 | Metric Tonne |
| 89 | 89 | Supplying fitting and fixing M.S Grill made of 20 x 6mm M.S Flat as per approved design & Drawing properly fabricated with joints continuous filled welded and finished smooth, carriage of grill to work site hoising as per buiding specification and direction of E/I.(where material is not supplied by the deptt.) | BI01010001010000000000000515BI0100001202 | 441 | Kilogram |
| 90 | 90 | Cost of 50 x 50 x 6mm M.S Angle including all taxes and royalty and carriage as per specification and direction of E/I. | BI01010001010000000000000515BI0100001203 | 0.139 | Kilogram |
| 91 | 91 | Cost of Barbed wire of 4 Point 2 ply 12SWG, 150mm apart | BI01010001010000000000000515BI0100001204 | 43.42 | Kilogram |
| 92 | 92 | Labour for cutting M.S Angle iron post to required length one end splitted as fishtailed in a length of 150 mm complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001205 | 31 | Each |
| 93 | 93 | Drilling 6 mm holes M.S Angle iron for fixing of staples etc as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001206 | 124 | Each |
| 94 | 94 | Supplying fitting and fixing strainging bolt with nut size 25cm x 10mm dia to tighten the barbed wire corner post complete as per buiding specification and direction of E/I\n | BI01010001010000000000000515BI0100001207 | 124 | Each |
| 95 | 95 | Labour for cutting and fixing barbed wire fencing in four roes horizontal up to height of 1.25m and two diagonals including fixing of post in cemetn concrete at 2.5m centres includig cost of cement concrete angle iron post in cement concrete agle iron post its cutting and making holes, nuts and bolts all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001208 | 75.9 | Meter |
| 96 | 96 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes, royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001209 | 312.29 | Square Meter |
| 97 | 97 | supplying all materials labours and doing two coats of colour washing over a coat of white wash new surface with approved quality of line including cost of cleaning surface throughly and removing the scales of smoke & mosh mark with jhama, rubbing scaffolding washing of floor and taxes all complete as per building specification and direction of E/I. \nas per item No. 18 | BI01010001010000000000000515BI0100001210 | 312.29 | Square Meter |
| 98 | 98 | Carriage of Materials Cement =8 km lead\n | BI01010001010000000000000515BI0100001211 | 8.596 | MT |
| 99 | 99 | Steel= 8Km lead | BI01010001010000000000000515BI0100001212 | 0.303 | MT |
| 100 | 100 | Sand =15Km Lead | BI01010001010000000000000515BI0100001213 | 34.181 | M3 |
| 101 | 101 | Bricks 15 KM Lead | BI01010001010000000000000515BI0100001214 | 2398 | No. |
| 102 | 102 | Ston Chips = 15 KM lead | BI01010001010000000000000515BI0100001215 | 9.104 | M3 |
| 103 | 103 | Distribution system and Appurtenant works | BI01010001010000000000000515BI0100001216 | ||
| 104 | 104 | Earth work in excavation (as per is 3114/I965 for laying of different type and sizes of pipe so as to given one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lead as per specification and direction of E/I. For soil item - "B"\n100mm dia DI pipe class K-7 | BI01010001010000000000000515BI0100001217 | 1842.76 | Cubic Meter |
| 105 | 105 | Earthwork in excavation of foundation trenches in ordinary soil vide classification of Soil item- B & disposal of excavated earth (50M away from the edge of the trenches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of E/I. | BI01010001010000000000000515BI0100001218 | 614.25 | Cubic Meter |
| 106 | 106 | Supplying all tools & cutting Road as well restoring the same as per specification and direction of E/I. Pukka Road (Exept black top only taken ;put materials to be used ) for cutting road as per requirment.\n\n100mm dia D.I pipe class K-7 | BI01010001010000000000000515BI0100001219 | 169.58 | P / M2 |
| 107 | 107 | Bonnd macadam Road (Taken out materials will be used) for cutting road as per requirement.\n30% of restoration work | BI01010001010000000000000515BI0100001220 | 127.18 | Square Meter |
| 108 | 108 | Dismantling Plain cement or lime concrete work including and stacking serviceable materials in countable stacks and disposal of unserviceable materials with all lead of 15 Mtrs. etc. all complete as per direction of E/I.\n30% of restoration work i.e | BI01010001010000000000000515BI0100001221 | 19.07 | Square Meter |
| 109 | 109 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I\n30% of restoration work | BI01010001010000000000000515BI0100001222 | 19.07 | Square Meter |
| 110 | 110 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. \nTaken as 80% of total earthwork | BI01010001010000000000000515BI0100001223 | 1965.6 | Cubic Meter |
| 111 | 111 | Providing & Suppying ISI Mark centrifugaly Gally cast (Spun) ductile Iron Pipe of 100mm and above all diameter for water work with socket & SPIGOT end confirming to IS: 8329/2000 in standard works length of 4.50,5.50 and 6.00 Meter for classification K-& K-9 suitable for push-on-joint (rubber gasket dejointing) with cement mortar lining in side the pipe with out side zinc and bituminous coating rate including all other taxes, insurance, carriage to wotk site, loading/unloading etc stating including inspection charge and all complete 1 no. rubber gasket with each pipe.\nDI pipe 100mm dia class K-9 (WPI Sep 2019)\n\n | BI01010001010000000000000515BI0100001224 | 2412 | Meter |
| 112 | 112 | 150 mm dia DI K-7 | BI01010001010000000000000515BI0100001225 | 1523 | Meter |
| 113 | 113 | Providing and supplying ISI standard D.I specials & fittings with seating Rubber gasket of S.B.R complete with cast iron folloer gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including cost of all labours and materials and transportation to stores/site loading unloading including all taxes etc. complete as per I.S 9523 but excluding frieght @10% | BI01010001010000000000000515BI0100001226 | 1780 | Kilogram |
| 114 | 114 | Carriage of pipe up to 250km \n100mm dia DI pipe k-7 | BI01010001010000000000000515BI0100001227 | 2412 | Meter |
| 115 | 115 | 100mm dia DI pipe k-7 | BI01010001010000000000000515BI0100001228 | 1523 | Meter |
| 116 | 116 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA/DI) trenches supplying without rubber gasket conforming to I.S.S -5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete as per deisgn, specification and direction of E/I. \n100 mm dia DI K-7\n\n | BI01010001010000000000000515BI0100001229 | 2412 | Meter |
| 117 | 117 | 150 mm dia DI K-7 | BI01010001010000000000000515BI0100001230 | 1523 | Meter |
| 118 | 118 | supplying Labour, tools and tackles for testing of laid C.I/D.I or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60.00 M head of water all complete as per specification and direction of E/I.\n100 mm dia D.I K-7 pipe- | BI01010001010000000000000515BI0100001231 | 2412 | Meter |
| 119 | 119 | 150 mm dia D.I K-7 pipe- | BI01010001010000000000000515BI0100001232 | 1523 | Meter |
| 120 | 120 | Labour charges for one cutting of DI/C.I and specials including supplying necessary tools & plants chipping or filling surface finish as per specification and directin of E/I. \n100 mm dia DI K-7 | BI01010001010000000000000515BI0100001233 | 25 | Each |
| 121 | 121 | 150 mm dia DI K-7 | BI01010001010000000000000515BI0100001234 | 16 | Each |
| 122 | 122 | Providing Double Flanged Sluice valve confirming for IS 2906/14846 including wom gear arrangement as per test pressure satainless steel spindle, caps including all tranportation etc complete \n(without bypass Arrangement)\nSluice valve PN 1.\n D.I Sluice Valve-100mm dia | BI01010001010000000000000515BI0100001235 | 3 | Each |
| 123 | 123 | D.I Sluice Valve-150mm dia | BI01010001010000000000000515BI0100001236 | 2 | Each |
| 124 | 124 | 100mm dia for Scour Valve- | BI01010001010000000000000515BI0100001237 | 2 | Each |
| 125 | 125 | Providing, installation and giving satisfactory field testing of flanged ends Bulk water meter of following type and as metioned below (a) and (b) with FGI 250 cast iron class "B" confirming to IS 2373 or as per ISO 4064 marked to read in metric system along with manufacture's test and guarentee certificate including cost of all materials with ISI mark or EEC mark\n150 mm dia | BI01010001010000000000000515BI0100001238 | 1 | Each |
| 126 | 126 | Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged Joints as per I.S specification , including supplying all jointing materials (Pig lead confirming to ISS 782-1978, yarn confirming to IS.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I\n D.I Sluice Valve-100mm dia | BI01010001010000000000000515BI0100001239 | 3 | Each |
| 127 | 127 | D.I Sluice Valve-150mm dia | BI01010001010000000000000515BI0100001240 | 4 | Each |
| 128 | 128 | 100mm dia for Scour Valve- | BI01010001010000000000000515BI0100001241 | 2 | Each |
| 129 | 129 | Construction of B.W. masonary valve chamber size 1.20 x 0.90 x 1.50 m as per enclosed annexure as per enclosed annexure. | BI01010001010000000000000515BI0100001242 | 8 | Each |
| 130 | 130 | House Connections for 436 Nos. | BI01010001010000000000000515BI0100001243 | ||
| 131 | 131 | Earthwork in excavation in foundation trenches in ordinary soil (Soil item- B) & disposal o excavated earth obtained to a distance up to 50M including all foundation trenches removing root of trees, shrubs all complete as per approved design bulding specification and direction of E/I. | BI01010001010000000000000515BI0100001244 | 615.2 | Cubic Meter |
| 132 | 132 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001245 | 18.31 | Cubic Meter |
| 133 | 133 | Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building speci. & direction of E/I. | BI01010001010000000000000515BI0100001246 | 30.956 | Cubic Meter |
| 134 | 134 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. \n | BI01010001010000000000000515BI0100001247 | 588.6 | Cubic Meter |
| 135 | 135 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes, royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001248 | 542.82 | Cubic Meter |
| 136 | 136 | Providing & Supplying blue MDPE pipe confirming to ISO 4427-1996 manufactured from given resin PE 80 food grade compounded raw materials having blue colour only assurence certrificate from quality agencies like WRC/CIPET(India)/ DVGM/ KIWA/SPGN etc for usage in drinking water with quality system. The cost shall includ testing of all materials all taxes central state,municiple inspection charge, trandport up to site,transit insurance loading,unloading staacking etc complete as specified and directed.PN16(SDR-9) with ED\n20mm | BI01010001010000000000000515BI0100001249 | 6540 | Meter |
| 137 | 137 | Providing & Supplying G.I pipes (TATA adn equivalaent make) for usage in drinking water with quality system. The cost shall includ testing of all materials all taxes central state,municiple inspection charge, trandport up to site,transit insurance loading,unloading staacking etc complete as specified and directed.PN16(SDR-9) with ED\n15mm | BI01010001010000000000000515BI0100001250 | 436 | Meter |
| 138 | 138 | Lowering, Laying and jointing HDPE/MDPE pipes in proper position inclufing all specials by compression fitting/ electrofusion and But fuision jointing procedure including hydroulic testing as per relevetn IS code complete with all materials for jointiong prpcedures like Electrofusion machine electric mirror/heater/But Fusion welding machine with hydrolic Jack, top loading clamp etc pump & accessories fro hydrolic testing and all labours as directed by E/I as per IS-7634 part-2\n20mm | BI01010001010000000000000515BI0100001251 | 6540 | Meter |
| 139 | 139 | Supplying labours and tools for fixing G.I pipes with red lead and yarn of following nominal bore with screwed and cocketed joints on wall, ceiling and floor including supplying & fitting of wall hooks or pipe clamp, wooden plugs cutting pipes to size and threading ends if required etc all complete as per specification and direction of E/I. \n 15mm dia | BI01010001010000000000000515BI0100001252 | 436 | Meter |
| 140 | 140 | Supplying and fixing of G.M. ferrule with necessary adopter of approved make from existing C.I/D.I. main including drilling and tapping to main all complete as per specification and direction of E/I. \n32mm dia ferrule weight not less than 425gm | BI01010001010000000000000515BI0100001253 | 436 | Each |
| 141 | 141 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. \n20mm dia ferrule weight not less than 400gm | BI01010001010000000000000515BI0100001254 | 436 | Each |
| 142 | 142 | Providing and fixing of male ended C.I Body brass spindle valve and seat bib cock of approved quality with extra socket all complete as per specification and direction of E/I. \n15mm dia ferrule weight not less than 400gm | BI01010001010000000000000515BI0100001255 | 436 | Each |
| 143 | 143 | Supplying and fixing following GI/UPVC fittings of approved make all complete as per specification and direction of E/I. | BI01010001010000000000000515BI0100001256 | ||
| 144 | 144 | 20 mm dia Elbow | BI01010001010000000000000515BI0100001257 | 436 | Each |
| 145 | 145 | 15 mm dia Elbow | BI01010001010000000000000515BI0100001258 | 436 | Each |
| 146 | 146 | 20 mm dia Socket Plain | BI01010001010000000000000515BI0100001259 | 436 | Each |
| 147 | 147 | 20 mm dia Nipple | BI01010001010000000000000515BI0100001260 | 436 | Each |
| 148 | 148 | 15 mm dia Nipple | BI01010001010000000000000515BI0100001261 | 872 | Each |
| 149 | 149 | 20 mm dia Union Socket | BI01010001010000000000000515BI0100001262 | 436 | Each |
| 150 | 150 | 15 mm dia Socket | BI01010001010000000000000515BI0100001263 | 436 | Each |
| 151 | 151 | 20 mm dia Socket | BI01010001010000000000000515BI0100001264 | 436 | Each |
| 152 | 152 | Carriage of materials | BI01010001010000000000000515BI0100001265 | 436 | Each |
| 153 | 153 | Carriage of Materials Cement =8 km lead\n | BI01010001010000000000000515BI0100001266 | 13.844 | MT |
| 154 | 154 | Sand =15Km Lead | BI01010001010000000000000515BI0100001267 | 39.84 | M3 |
| 155 | 155 | Ston Chips = 15 KM lead | BI01010001010000000000000515BI0100001268 | 27.84 | M3 |
| 156 | 156 | Annual Repair and Maintenance for 1st Year | BI01010001010000000000000515BI0100001269 | 372218 | P/KL |
| 157 | 157 | Annual Repair and Maintenance for 2nd Year | BI01010001010000000000000515BI0100001270 | 372218 | P/KL |
| 158 | 158 | Add 12 % GST | BI01010001010000000000000515BI0100001271 | 1 | LS |
| 159 | 159 | Adding Labour Cess @ 1% of Estimated Cost | BI01010001010000000000000515BI0100001272 | 1 | L.S. |
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