Public Health Engineering Department-PHED has published Construction And Comm . Of Tw , Ohsr , Cwr And L , J , T , C Of Rising Main , Distribution Pl , Const . Of Boundary Wall , Pump House , Installation Of Pump Machinery Etc . For Rwss Lahas , Tehsil Aklera District Jhalawar With One Year Dlp Under. Submission Date for this Tender is 31-12-2020. Pumping Machiney Tenders in RWSS Lahas, PS Aklera, Dist. Jhalawar Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Dec-2020 | Bid Security Declaration | Fee | 28-12-2020 |
| 2 | 28-Dec-2020 | Amendment in schedule | Date | 31-12-2020 |
| Name of Work:- Construction and Commissioning of Tube well (2Nos.) OHSR, CWR and Pipe Line Laying Jointing of rising main, Distribution Pipe line, Construction of Boundary Wall, Pump House, Installation of Pump and Machinery etc. for RWSS Lahas One Year Defect Liability period Under JJM. Tehsil Khanpur District Jhalawar | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction and commissioning of 200mm Dia Tube well | |||
| 2 | 2 | Construction of tube well upto 150 meter depth in all type of rock by DTH System & over burden to accommodate casing pipe of following sizes in all type of soil & over burden including lowing of casing pipes (if required) excluding cost of casing pipes, as per IS:2800 Part 1 : 1991 & IS:2800 Part II:1979 (Both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. Nominal Bore 200 mm dia (BSR Item No. 2.4.2/2019) | 280 | Meter | |
| 3 | 3 | Supply of ERW M.S. black casing pipe ISI marked as per IS:4270/2001 or amended upto date of 200 mm dia NB (Thickness of pipe 5.4 mm & mass of tube 28.46 Kg/m) (BSR Item No. 2.11.2/2019) | 80 | Meter | |
| 4 | 4 | Providing & lowing in tube well ISI marked GI Pipe "B" (medium) class as per IS:1239 part 1/2004 or amended upto date threaded and double flanged (welded) on both ends and two number 25x3 mm MS flat welded on both ends between pipe and flange, rubber washer & nut bolts etc. complete in all respect.50 mm dia (BSR Item No. 2.24.2/2019) | 160 | Meter | |
| 5 | 5 | Supply & fixing tube well cover of MS sheet 8 mm thick at top & 5 mm thick 100 mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI nipple 45 cm long and two GI flanges at both ends in 80 mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided and welded with 80 mm GI nipple near top plate nipple shall be provided with end plug. 200 mm dia. (BSR Item No. 2.23/2019) | 2 | Nos | |
| 6 | 6 | Supply & installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS:8034-2018 (pump) and IS:9283-2013 (motor) or as amended upto date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting and accessories, jointing of electrical cables upto switch board, testing of submersible pump set and interconnection upto water mains, complete in all respect. Up to 5.5 KW (7.5 HP) & head above 120 mtr. 3Nos (BSR Item No. 2.15.2/2019) | 16.79 | KW | |
| 7 | 7 | Supply & fixing of XLPE insulated/PVC sheathed cable of 1.1 KV grade with aluminum conductor Armored of IS:7098-1/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc as required of size. 4 Core 16.0 Sq. mm. (BSR Item No. 2.20.2/2019) | 40 | Meter | |
| 8 | 8 | Supply & fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended upto date and conductor as per class 5 of IS:8130:1980 including making connections. 3 Core 6 Sq. mm. (BSR Item No. 2.19.2/2019) | 480 | Meter | |
| 9 | 9 | Supply & fixing of electric control feeder panel comprising of suitable rating MCCB, fully automatic star-delta starter, overload relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter (supplies by DSICOM). all these equipments shall be housed by panel box made out from 18 gauge MS sheet with powder coating. panel should be of minimum size 900 x 800 x 450 mm with stand (made of angle iron of size 35 x 35 x 5 mm) duly bolted/screwed with enclosure box having 4 legs, each leg's length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for 440 volt AC supply. Above 5 HP & Up to 10HP (BSR Item No. 2.18.1/2019) | 2 | Each | |
| 10 | 10 | PUMPING MAIN | |||
| 11 | 11 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. 100 mm dia DI class K-7 (PHED BSR Item No. 1.1.1/2019) | 2950 | P.mt. | |
| 12 | 12 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (PWD BSR Item No. 1.8/2019) | 1593 | Cum. | |
| 13 | 13 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful MATERIAL 30% (PWD BSR Item No. 1.9.3/2019) | 398.25 | Cum. | |
| 14 | 14 | Demolishing cement concrete manually/ by mechanical means including disposal of MATERIAL within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. (PWD BSR Item No. 14.2.1/2019) | 80 | Cum. | |
| 15 | 15 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (PWD BSR Item No. 3.2.3/2019) | 36 | Cum. | |
| 16 | 16 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). .(PWD BSR Item No. 3.2.2/2019) | 65 | Cum. | |
| 17 | 17 | CONSTRUCTION OF OHSR | |||
| 18 | 18 | Construction of RCC Intze type over head service reservoir of following capacity and staging consisting of excavation in all type of strata , RCC work ,cement plaster with water proffing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder manhole frame and covers, water level indicator (float type) , ventilator with SS screen , lightening arrestor, float valve , puddle collar , Gi pipe railing around wa;k way and top dome , providing RC stair case from 4.5 mtr height of ground level to top od level , chambers for all valves , providing and applying three coats of cement paint to the external surfaces of container , food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per IS code, etc complete in all respect as per design data, criteria , obligatory requirements and detailed specifications , scope of work and GA drawing . The job includes painting the name of scheme and other details on the reservoir , providing allumminium portable ladder suitine to reach at height of 4.5 mtr and any other related to structure as per the direction of engineer -incharge- , technical specification and scope of work. Rates for RCC OHSR , SBC 10T/sqm, seismic zone II and staging 18 m 100 KL OHSR 18 m staging (PHED BSR Item No. 3.1.2.1/2019) | 100000 | P.Ltr | |
| 19 | 19 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. (PHED BSR Item No. 3.4/2019) | |||
| 20 | 19.1 | 150 mm dia (Inlet, Outlet pipes ) (PHED BSR Item No. 3.4.2/2019) | 45 | mtr | |
| 21 | 19.2 | 200 mm dia (Over flow pipes ) (PHED BSR Item No. 3.4.3/2019) | 26 | mtr | |
| 22 | 19.3 | 100 mm dia (Wash out pipes) (PHED BSR Item No. 3.4.1/2019) | 24 | mtr | |
| 23 | 20 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Category B (RUIDP BSR Item No.19.21.2/2017) | |||
| 24 | 20.1 | 100 mm dia (washout inlet & outlet ) (RUIDP BSR Item No.19.21.2.2/2017) | 3 | Each | |
| 25 | 21 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths DI K-12 standard specials with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Specials flanged DI K-12 Up to 300 mm dia (for OHSR) (RUIDP BSR Item No.19.11.2.1/2017) | 100 | Kg | |
| 26 | 22 | CONSTRUCTION OF CWR | |||
| 27 | 23 | Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, 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 dome, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. The rate indicated below are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow arrangement.50 KL capacity CWR (PHED BSR Item No. 3.2.1/2019) | 50000 | P.Litr | |
| 28 | 24 | Providing and fixing D/F ISI marked DI class K-9 pipes as peer IS 8329:2000 (amended up to date) as vertical pipes for RCC reservoirs including specials (as per item no 3.4 of PHED BSR 2019) 100 KL CWR including PHED BSR Item No 3.4.12 (Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.) | |||
| 29 | 24.1 | 100 mm dia Inlet & washout pipes | 43 | mtr | |
| 30 | 25 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Category B (RUIDP BSR Item No.19.21.2/2017) | |||
| 31 | 25.1 | 100 mm dia (outlet & wash out ) (RUIDP BSR Item No.19.21.2.2/2017) | 3 | Each | |
| 32 | 26 | Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths DI K-12 standard specials with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. Specials flanged DI K-12 Up to 300 mm dia (for OHSR) (RUIDP BSR Item No.19.11.2.1/2017) | 100 | Kg | |
| 33 | 27 | Construction of pump house | |||
| 34 | 28 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (PWD BSR Item No. 1.8/2019) | 7.91 | Cum. | |
| 35 | 29 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Odenary (PWD BSR Item No. 1.9.1/2019) | 5.06 | Cum. | |
| 36 | 30 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). (PWD BSR Item No. 3.2.5/2019) | 2.69 | P.Cum | |
| 37 | 31 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR Item No. 6.1.7/2019) | 15.17 | P.Cum | |
| 38 | 32 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth. Cement mortar 1 : 4 (1 cement : 4 coarse sand) (PWD BSR Item No. 5.1.5/2019) | 0.43 | P.Cum | |
| 39 | 33 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor Three level in all shapes and sizes in : Cement mortar 1 : 4 (1 cement : 4 coarse sand) (PWD BSR Item No. 5.2.2/2019) | 9.04 | P.Cum | |
| 40 | 34 | Half brick masonry in Superstructure , above plinth level upto floor Three level using bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand) (PWD BSR Item No. 5.9.2/2019) | 2.4 | P.Sqm | |
| 41 | 35 | Carriage of earth/rubbish sand stone material of grid of ballast etc. including loading & unloading etc. with lead of 5 kilometer (PWD BSR Item No. G4, 4.1 /2019) | 16.8 | P. Cum | |
| 42 | 36 | Supplying and fixing stone lintels/bed plates of approved quarry rough dressed in cement mortar 1:4 : Upto 15 cm. thick. (PWD BSR Item No. 6.18.1 /2019) | 0.25 | cum | |
| 43 | 37 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : Kota stone 25 to 30mm thick. (PWD BSR Item No. 6.17.4/2019) | 6 | P.Sqm | |
| 44 | 38 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor Three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix (PWD BSR Item No. 4.13.1/2019) | 14.07 | P. Cum | |
| 45 | 39 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor Three level for : Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (PWD BSR Item No. 4.11.2/2019) | 100 | Psqm | |
| 46 | 40 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level. Cold twisted deformed bars (IS : 1786). (PWD BSR Item No. 4.12.2/2019) | 800 | P. Kg | |
| 47 | 41 | Providing gola (batta) in lime concrete using 50% lime surkhi / sand mortar 1 : 2 with grit along joint of walls and terrace finished with lime mortar 1 : 2 plaster with Gur, Gugal, Methi etc. in concave shape of size : 75mm x 75mm (PWD BSR Item No. 10.7.1/2019) | 24.44 | mtr | |
| 48 | 42 | Random rubble dry stone Kharanja under floors (PWD BSR Item No. 11.44 /2019) | 9.45 | Sqm. | |
| 49 | 43 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : a) Window side hung (Openable) (PWD BSR Item No. 9.28.3 /2019) | 5.4 | P sqm | |
| 50 | 44 | Supplying and fixing wire gauge of 14 mesh ×24 gauge to the metal frame of rolled section by metal beading 20×3 mm with suitable screw at not exceeding 150 mm distance (PWD BSR Item No. 9.31 /2019) | 5.4 | P. Sqm | |
| 51 | 45 | Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade : Nigeria teak wood Grade - I. (PWD BSR Item No. 8.1.4/2019) | 0.05 | cum | |
| 52 | 46 | Providing and fixing fully panelled doble leaf shutter for doors as per approved design and drawings with approved ordinary C.P. / oxidised steel fittings as per Annexure-'A" and width of styles & top rails of 100 mm and lock rails width of 150 mm and bottom rails of 200 mm width including teak wood beading of size 19 mm x 12 mm on both faces complete : Nigeria Teak wood grade I ( 30 mm thick) both face teak ply 12 mm thick door D1 (PWD BSR Item No. 8.6.2(A)/2019) | 2.52 | sqm | |
| 53 | 47 | Providing & fixing steel gate grating and grills made of angles, tees, square bars or other flates black pipe with hold fast and fitting complete as per design & drawing including cutting welding & fabrication with priming coat of red oxide. (PWD BSR Item No. 9.18/2019) | 150 | P.Kg | |
| 54 | 48 | Polished Blue Kota stone flooring skirting, laid over 20 mm thick base of C.M. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab from 901 to 2000 Sq.Cm : (B) 30 mm thick slab. (PWD BSR Item No. 11.35.2/2019) | 17.5 | Sqm. | |
| 55 | 49 | Providing and fixing frame for doors and windows of EZ-7 ISI marks section welded at corners and dully painted with red oxide paint, frame to be fixed by MS flat 230x16x3mm size holdfast embedded in cement concrete M-100 (1:3:6) block size 230x115x75mm with oxidized iron 100 mm round hinges screwed and welded complete in all respect as per design with priming coat of red oxide. (PWD BSR Item No. 9.13/2019) | 100 | P. Kg | |
| 56 | 50 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish 25 mm thick (PWD BSR Item No. 12.8.1/2019) | 192.23 | Sqm. | |
| 57 | 51 | Providing and fixing rigid PVC Pipe (IS : 4985 mark) Class II (4 Kg./Cm2) approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. 110 mm dia (PWD BSR Item No. S 3.17.3/2019) | 30 | mtr | |
| 58 | 52 | Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. (PWD BSR Item No. S 3.18/2019) | |||
| 59 | 52.1 | coupler (socket) 110mm dia | 20 | Each | |
| 60 | 52.2 | plain tee 110mm dia | 5 | Each | |
| 61 | 52.3 | door tee 110mm dia | 6 | Each | |
| 62 | 52.4 | bend 45 110mm dia | 5 | Each | |
| 63 | 52.5 | bend 87. 5 degree 110mm dia | 5 | Each | |
| 64 | 52.6 | pipe clip 110mm dia | 40 | Each | |
| 65 | 53 | Providing and fixing 16 mm M.S. Fan clamp 70 cm overall length of bars bent to shape with hooked bends in RCC slabs during laying including painting the exposed portion of loops all complete, for new roof. (PWD BSR Item No. 13.22.2/2019) | 2 | Each | |
| 66 | 54 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding : New work (two or more coats) over and including scrapping and priming coat with cement primer. (PWD BSR Item No. 12.51.1/2019) | 192.23 | P. Sqm | |
| 67 | 55 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work (PWD BSR Item No. 12.68.1/2019) | 23.49 | Sqm. | |
| 68 | 56 | Applying priming coat with ready mix pink or gray primer of approved brand and manufacture on wood work hard & soft wood. (PWD BSR Item No. 12.55.1/2019) | 25 | P. Sqm | |
| 69 | 57 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (PWD BSR Item No. 3.2.2/2019) | 2 | Cum. | |
| 70 | 58 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. (PWD BSR Item No. 3.22.1/2019) | 6 | each | |
| 71 | 59 | Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. GROUP 2 ( RUIDP BSR INo. 41.1/2017) | |||
| 72 | 59.1 | a) Short point (upto 3m) | 4 | P.Point | |
| 73 | 59.2 | b) Medium point (upto 6 m) | 4 | P.Point | |
| 74 | 60 | Wiring for sub mains ISI marked 1100 volts grade PVC insulated flat twin core sheated solid aluminium conductor with 10 SWG | |||
| 75 | 60.1 | 1x1.5 sqm | 70 | mtr | |
| 76 | 60.2 | 2x 2.5 sqm | 40 | mtr | |
| 77 | 61 | Wiring for 3 pin 5 amp light plug point with 1.5 sq mm FR PVC insulated unsheathed flexib.le copper conductor 1.1 KV grade and 1.5 sq mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade (IS 694) of approved make in surface/recessed ISI marked medium duty PVC conduit and its accessories , 18 SWG MS box with earthing terminal , 6 A switch, 6 A socket ,3.0 sq mm thick phenolic lanimated shweet , zinc plated /brasss screws ,cup washers, making connections ,testing etc complete required GROUP 2 ( RUIDP BSR INo. 42.3/2017) | |||
| 78 | 61.1 | a) on board ( RUIDP BSR INo. 42.3.1/2017) | 2 | P.Point | |
| 79 | 61.2 | C) Medium point (up to 6 mtr.)(RUIDP BSR INo. 42.3.3/2017) | 6 | P.Point | |
| 80 | 62 | P & F suface/ recessed type 10 mm thick teak wood board duly antitermide treated , varnished and fixed by using gutties PVC fasteners of following sizes as requied. | |||
| 81 | 62.1 | 175 mm x 75 mm (RUIDP BSR INo. 45.10.1/2017) | 1 | Each | |
| 82 | 62.2 | 200 mm x 250mm (RUIDP BSR INo. 46.10.4/2017) | 1 | Each | |
| 83 | 63 | P&F 240/415 V MCB of breaking capacity not less than\n10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828 (1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs,testing etc. as required.6 A to 32 A rating Group 2 (RUIDP BSR INo. 46.1.1.2/2017) | 2 | Each | |
| 84 | 64 | Plate Earthing as per IS 3043 with GI earth plate 600 × 600 × 6 mm thick by embodying 3 to 4 mtr below ground level with 20 mm dia GI B class watering pipe including all accessories like nurt bolts, reducer, nipple, wire mesh funnel, and CC finished chamber covered with hinged type with locking arangement CI cover , CI frame of size 300 mm x 300mm complete with laternate layer of salt & coke/charcol , testing of earth resistance as required.(RUIDP BSR INo. 54.2/2017) | 1 | Each | |
| 85 | 65 | supply & laying following size earth wire/ strip in horizontal or vertical run in ground / surface /recess including riveting , solding , saddles , making connections, as required 8 SWG GI wire (RUIDP BSR INo. 54.4.5/2017) | 40 | mtr | |
| 86 | 66 | Providing & fixing 6 amp flush type switch IS: 3854 marked including cutting hole in tile and making connections as required Group-1 (RUIDP BSR INo. 47.1/2017) | 8 | Each | |
| 87 | 67 | Providing & fixing 16 amp flush type switch IS: 3854 marked including cutting hole in tile and making connections as required Group-1 (RUIDP BSR INo. 47.2/2017) | 2 | Each | |
| 88 | 68 | P&F ISI marked (IS 1293) 3 pin 6 amp flush type socket including cutting hole in tile and making connection testing etc cmplete Group-1 (RUIDP BSR INo. 47.8/2017) | 2 | Each | |
| 89 | 69 | P&F ISI marked (IS 1293) 3/6 pin 16 amp flush type socket including cutting hole in tile and making connection testing etc cmplete (RUIDP BSR INo. 47.9/2017) | 2 | Each | |
| 90 | 70 | Providing and fixing strip type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating /stove enamelled paint complete with accessories like copper wound polyster /open vonstruction ballst starter, starter seat, rotor holder and terminal block duly pre wired with copper conductor (without tube) including connection etc. as required. 1 X 36 Watts with EB Ggroup I (RUIDP BSR INo. 57.1/2017) | 2 | Each | |
| 91 | 71 | P&F flourscent tube rod in existing fixtures as required Flourscent powder coated 36/40 watt group 1 (RUIDP BSR INo. 57.7.1.2/2017) | 2 | Each | |
| 92 | 72 | P&F 240/415 V isolator confirming to IS 13947-III/EC 60947-3 on exisitng board /sheet including making connection with lugs testing etc as required. 30A/40 A rating double pole isolator group 2 (RUIDP BSR INo. 46.2.1.1/2017) | 1 | Each | |
| 93 | 73 | P&F flush type enclosure for housing MCB/isolator with Din rail including making connection with lugs repairs etc as required. With sheet steel enclosures One /two way group 2 (RUIDP BSR INo. 46.6.1.1/2017) | 1 | Each | |
| 94 | 74 | Estimate for Construction of Boundary wall(120 m) | |||
| 95 | 75 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (PWD BSR Item No. 1.8/2019) | 64.8 | Cum. | |
| 96 | 76 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). (PWD BSR Item No. 3.2.5/2019) | 5.4 | P.Cum | |
| 97 | 77 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR Item No. 6.1.7/2019) | 67.5 | P.Cum | |
| 98 | 78 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto Three Levelabove 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). (PWD BSR Item No. 6.2.6/2019) | 47.04 | P.Cum | |
| 99 | 79 | Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) Flush / Ruled/ Struck or weathered pointing. (PWD BSR Item No. 12.36.1/2019) | 370.35 | Sqm | |
| 100 | 80 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (PWD BSR Item No. 3.2.2/2019) | 3.16 | Cum. | |
| 101 | 81 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (PWD BSR Item No. 9.18/2019) | 195 | P.Kg | |
| 102 | 82 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coat on new work. (PWD BSR Item No. 12.68.1/2019) | 13.5 | P.Sqm | |
| 103 | 83 | PUMPING MACHINARY | |||
| 104 | 84 | SITC of jockey pump having squirrel cage induction motor suitable for 415 V, 50 Hz AC supply with synchronous speed of 2900 RPM T.E.F.C. type confirming to IP:55 & flexible coupling and coupling guard with the pump, common bed plate of fabricated mild steel channel or cast iron type.\n180 LPM at 70 Meter (15 HP) (RUDIP BSR 2017 Item No. 67.3.1/2017) | 2 | Each | |
| 105 | 85 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for 440 Volt AC Supply above 15hp (PHED BSR Item No. 2.18.3/2019) | 2 | Each | |
| 106 | 86 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. (PHED BSR Item No. 2.21/2019) | 2 | Each | |
| 107 | 87 | S & Laying following size earth wire / strip in horizontal or vertical run in ground / surface recess including riveting, soldering, saddles, making connection etc. as required. 20 mm x 3mm G.I. strip (RUIDP BSR Item No. 54.4.12/2017) | 40 | P.Mtr. | |
| 108 | 88 | Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category "A" " Make: Kirloskar Bros. Ltd., Indian Valve Co. (IVC),Fouress Engineers Pvt. Ltd., VAG) Manually operated class PN 1.0 100mm dia (RUIDP BSR Item No. 19.22.1.2/2017) | 3 | Each | |
| 109 | 89 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line CI Kinetic Double Air Valves as per IS:14845 of following dia (including jointing and jointing material), including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Category "A" Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd.) 50 mm dia (RUIDP BSR Item No. 19.30.1.1/2017) | 2 | Each | |
| 110 | 90 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Category "A" " Make: (Kirloskar Bros. Ltd., Indian Valve Co. (IVC), Fouress Engineers Pvt. Ltd., VAG) 100mm dia (RUIDP BSR Item No. 19.35.2/2017) | 2 | Each | |
| 111 | 91 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 100mm dia PN-1.0 (RUIDP BSR Item No. 19.40.2/2017) | 2 | Each | |
| 112 | 92 | Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer. 0 to 4.0 / 0 to 6.0 / 0 to 10.0 kg/cm² (RUIDP BSR Item No. 19.52.2/2017) | 3 | Each | |
| 113 | 93 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet) (PHED BSR Item No. 1.6.1/2019) | 140 | kg | |
| 114 | 94 | Distribution pipe line | |||
| 115 | 95 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. (PHED BSR Item No. 1.1/2019) | |||
| 116 | 95.1 | 100 mm dia DI class K-7 (PHED BSR Item No. 1.1.1/2019) | 2981 | P.mt. | |
| 117 | 95.2 | 150 mm dia DI class K-7 (PHED BSR Item No. 1.1.2/2019) | 162 | P.mt. | |
| 118 | 96 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (PWD BSR Item No. 1.8/2019) | 1609.74 | Cum. | |
| 119 | 97 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful MATERIAL 30% (PWD BSR Item No. 1.9.3/2019) | 402.44 | Cum. | |
| 120 | 98 | Demolishing cement concrete manually/ by mechanical means including disposal of MATERIAL within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. (PWD BSR Item No. 14.2.1/2019) | 55 | Cum. | |
| 121 | 99 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (PWD BSR Item No. 3.2.3/2019) | 20 | Cum. | |
| 122 | 100 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (PWD BSR Item No. 3.2.2/2019) | 38 | Cum. |
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