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Work Of Construction And Commissioning Of Tube Well , Rcc Ohsr And Cwr And P/L/J Of Rising Main And Internal Dist. Network Alongwith Providing Fhtc From Already Laid/ New Distri. Pl To Property Line, Incl. All Material And Labour With 12 Months Defect Li, SE DISTRICT CIRCLE JAIPUR-Rajasthan

Public Health Engineering Department-PHED has published Work Of Construction And Commissioning Of Tube Well , Rcc Ohsr And Cwr And P/L/J Of Rising Main And Internal Dist. Network Alongwith Providing Fhtc From Already Laid/ New Distri. Pl To Property Line, Incl. All Material And Labour With 12 Months Defect Li. Submission Date for this Tender is 16-03-2021. Pipe Laying Tenders in SE DISTRICT CIRCLE JAIPUR Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

27114046
Work Of Construction And Commissioning Of Tube Well , Rcc Ohsr And Cwr And P/L/J Of Rising Main And Internal Dist. Network Alongwith Providing Fhtc From Already Laid/ New Distri. Pl To Property Line, Incl. All Material And Labour With 12 Months Defect Li
Open Tender
Indian
Rajasthan
SE DISTRICT CIRCLE JAIPUR
16-03-2021

Tender Details

Work of construction and commissioning of Tube Well , RCC OHSR and CWR and P/L/J of Rising main and Internal Dist. Network alongwith providing FHTC from already laid/ New distri. PL to property line, incl. all material and labour with 12 months defect liability period of RWSS BILONCHI BLOCK AMER District Jaipur

Key Value

Document Fees
INR 5000 /-
EMD
INR 254120.0 /-
Tender Value
INR 2.54 Crore /-

BOQ Items

Name of Work: Work of const. and comm. of TW, RCC OHSR and CWR and P/L/J of Rising main and Internal Dist. Network alongwith providing FHTC from already laid/ New distri. PL to property line, incl. all material and labour with 12 months defect liability period of RWSS BILONCHI BLOCK AMER District Jaipur
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Const. & Comm. of 200mm Dia Tube Well
2 2 Construction of TUBE-WELL from ground levels and up to 100 mtr. Depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 part 1: 1991 and IS : 2800 part II 1979 (both emended upto date ) and technical specifications with gravel as per IS : 4097-1967 and its packing as per IS: 2800 (part I & II) 1979 as amended up to date (the work includes the cost of gravel & its primary packing and packing during development'; lowering of housing & strainer assembly pipes with supply and wrapping of coir rope , whereever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.
3 3 Nominal bore 200 mm dia. 210 Mtr
4 4 Construction tube well after complition of drilling by rotary method & upto 150meter. Depth in all types of rock by DTH system as per IS : 2800 part 1 : 1991 and IS: 2800 part II 1979 (both emendment upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water . The bore well should hjave a throughout nominal size bore beyond casing pipe.(Part I & II ) 1979 specification. The work would be complete after obtaining sand free water. The tube well should have a throughout bore as per nominal bore of casing pipe.
5 5 Nominal bore 200 mm dia. 240 Mtr
6 6 Add 15% extra on depth more than 150 mts for drilling beyond 150 mtr depth from ground level 150 Mtr
7 7 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of grade Fe 410 of following sizes
8 8 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) 213 mtr
9 9 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
10 10 200 mm dia nominal bore of 5.4mm thickness 54 Mtr
11 11 Suppling & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800(Part-I) 1991 or as ammended upto date. 33.57 Cum
12 12 Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect. 60 Mtr
13 13 Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
14 14 3 core 4.0 mm2 900 Mtr
15 15 Providing & Lowering in tubewell ISI marked GI Pipe “B" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
16 16 50 mm dia 435 Mtr
17 17 Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or amended up to 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 & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. (4 Nos. 7.5 KW each)
18 18 7.5 KW (10 HP) & head above 120 mtr. 45 KW
19 19 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 on 440 Volt AC Supply.
20 20 Above10 HP and up to 15 HP 3 Each
21 21 Supply & Fixing XLPE insulated/ PVC sheathed cables of 1.1 KV grade with aluminium conductor of armoured of IS:7098-I/1554-I approved make in ground as per IS:1255 of including excavation of 30cm x 75cm size trench, 25cm thick under layer of sand II class brick covering, refilling earth, compaction of earth, making of connection, testing etc as required size.
22 22 16.0 Sqmm 4 core 60 Mtr
23 23 Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm socket with end plug shall also be welded over top plate (as per drawing enclosed). A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
24 24 200 mm dia 3 Each
25 25 Providing and fixing of double flenged CI body ISI marked NRV of approved make of following sizes:- 65 mm dia. 3 Each
26 26 Supplying & installing 100mm dia mtr sealed diaphragm bourdon type pressure gauge along with including all jointing materials range 0 to 10 kg. as per specification with safety cover (as per drawing) 3 Each
27 27 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.80mm\n 3 Each
28 28 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. \n 3 Each
29 29 Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. 3 Each
30 30 Pipe Line (Rising Main)
31 31 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) \nNote : 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.
32 32 100 mm dia 4300 RM
33 33 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 2875 Cum
34 34 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. 10 Cum
35 35 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. M 20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 10 Cum
36 36 Supplying & fixing of CI D/F Sluice valve as per IS 14846:12000 specifications of PN-1 rating including cost of all labour, jointing material with nuts and bolts and rubber sheets etc. complete as required for following sizes:- 80 mm dia.
37 37 100 mm dia 2 Each
38 38 150 mm dia 1 Each
39 39 Supplying & fixing of CI D/F Reflex valve of following size API 594 and 598 as per specifications including cost of all labour, jointing material with nuts and bolts and rubber sheets etc. complete.
40 40 80 mm dia 3 Each
41 41 Providing & fixing cast iron specials including tail piece (Cl-10) as per IS:5531-1988 specification as required.
42 42 Size up to 300mm 140 Kg
43 43 RCC CWR 100 KL
44 44 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.\nThe rate indicated below are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow arrangement.\n
45 45 100 KL Capacity 100000 Litre
46 46 Providing and fixing of cast iron double flanged sluice valves IS 14846/2000 specifications (ISI marked) of PN -1 Rating including cost of rubber flange gaskit and nut bolts complete as required for following sizes
47 47 80 mm 2 Each
48 48 100 mm 2 Each
49 49 125 mm 1 Each
50 50 RCC OHSR 150 KL 20 Mtr Staging
51 51 Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing 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 scren, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top 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 I.S. 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 the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
52 52 Notes
53 53 The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement.
54 54 Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 tonnes per square metre. These rates shall be increased or decreased for variation in SBC as below:
55 55 The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as below
56 56 Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 20 Meter.
57 57 150 KL Capacity 150000 Litre
58 58 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.
59 59 100mm 70.5 Mtr
60 60 200mm 22 Mtr
61 61 Providing and fixing of DI Soft seated sluice Valves per specifications including cost of rubber flange gaskit and nut bolts complete as required for following sizes.
62 62 100mm 2 Each
63 63 200mm 2 Each
64 64 Providing and fixing of Cast Iron dismantling joint as per PHED specifications including cost of rubber flange gaskit and nut bolts complete as required for following sizes.
65 65 100mm 2 Each
66 66 200mm 2 Each
67 67 Providing and fixing of cast iron specials including tail piece (Class 10)as per IS:5531-1988 specification as required Size up to 300 mm. 276 Kg
68 68 Const. of Pump house of size 6M X 4M
69 69 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas ( not exceeding 1.5m in width or 10 sum 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 jhirri with watering & ramming and disposalof surplus excavated soil as directed with in a lead of 50 meter.\nAll kinds of soil 23 Cum
70 70 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 M-10 grade nominal mix.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). 10 Cum
71 71 Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 20 Cum.
72 72 Providing and laying damp proof course with cement concrete grade M-150 mortar prepared with 1% solution of water proof compound) complete as per specification 75 mm. thick 15 Sqm
73 73 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 31.323 Cum
74 74 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 70 Sqm
75 75 Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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.\nM20 grade Nominal Mix / Design Mix 8 Cum
76 76 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 five level. Thermo-mechanically treated bars(conforming to relevent IS Code) 680 Per Kg.
77 77 providing gola 75x75 mm in cement concrete 1:2:4( 1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3 ( 1 cement: 3 fine sand as per standerd design 35 Mtr.
78 78 Plaster on new surface of walls in cement sand mortar 1:6, including raking of joints etc. complete fine finished, 20 mm. thick 150 Sqm
79 79 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:New work (Two or more coats applied @ 3.84 kg/10 sqm). 100 Sqm
80 80 Distempering with Ist quality accrylic washable distemper of approved manufactrer and of required shade and colour complete including all scaffolding as perc manufacturer specification. Two or more coats on new work including preparation of base with primer ,putty,lipy etc. complete in all respect 80 Sqm
81 81 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work. 50 Sqm
82 82 P & F 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase and making good and painting exposed portion of the clamps complete. 4 each
83 83 Cement concrete flooring grade 1 : 2 : 4 (1-cement : 2-coarse sand : 4-graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or grooves etc complete but excluding the cost of noising of steps etc. complete. 40 mm thick with 20 mm thick nominal size aggregate. 50 Sqm
84 84 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 M-10 grade nominal mix.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). 8 Cum
85 85 kota stone slab floring 25 mm thick over 20 mm (average ) thick base laid over and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1:4(1 cement: 4 coarse sand) for area of each slab from 901 to 2000 sqm cm 30 Sqm.
86 86 Providing and fixing T- iron angle frames for doors, windows and ventilators of mild steel Tee or angle section joint mitred and welded with 15x3 mm. lugs 10 cm. Long embed in cement concrete block 15x10x10 cm. Size of 1:3:6 ( 1cement : 3course sand : 6graded stone aggregates 20mm. nominal size) or with wooden plugs and screws or with bolts and nuts as required including finishing of necessary but hinges and screws and applying priming coat of approved steel primer 25 Per Kg.
87 87 Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint extra for double leaf shutter. 4 Sqm.
88 88 ELECTRIC WORK
89 89 Wiring for light point/fan point/exhaust fan point/ call bell point with 1.5 Sqmm.nominal size FR PVC insulated unsheathed fiexible copper conductor 1.1 kv grade and 1.5 Sqmm.nominal size FR PVC insulated unsheathed fiexible copper earth conductor 1.1 kv grade(IS:694) of approved make in double lock ISI marked single lock PVC casing capping & its accesories , 18SWG MS box earth terminal,screwless cage connectors for neutral looping in switch board & false ceiling point ,6 A switch, 3 mmthick phenolic laminated sheet, zinc plated/brass screw,cup washers,making connections,testing etc as required.
90 90 Short point ( Up to 3 m.) 3 P.point
91 91 Medium point ( Up to 6 m.) 3 P.point
92 92 Long point ( Up to 10 m.) 3 P.point
93 93 P & F of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current , conforming to IS:13947-4-1/IEC:947-4-1, Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank.
94 94 11 to 20 KVAR 2 Each
95 95 P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.
96 96 1400 mm sweep 2 Each
97 97 P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required. ( without tube)
98 98 1 X 36 Watts with EB 4 Each
99 99 P & F Fluorscent tube rod in existing fixtures as required, minimum 3 STAR rating
100 100 36/40 Watts 4 Each
101 101 P&F of IP54 integral medium bay/ HighBay totally enclosed ceiling mounting/ suspension/ Side mounted type Luminaries comprising of die cast aluminium capsule in stove enamel finished & spun alunimium reflector. Suitable for HPSV / MH lamp comprising of Copper wound ballast, power factor improvement capacitor & Electronic ignitor. covered with rubber gasket heat resistant flat toughened glass, porcelain holder, safety chain, rewired with PVC insulated copper conductor up to terminal block including making connection etc. (Without lamp )
102 102 1 X 250 Watt 2 Each
103 103 SANITARY WORK
104 104 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved qualty /make.
105 105 Door Bend 87.5 Dg. 110 mm dia 5 Each
106 106 Bend 45 Dg. 110 mm dia 6 Each
107 107 Pipe Clip 110 mm dia 15 Each
108 108 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
109 109 110 mm dia. 42 R Mtr
110 110 Boundary Line Work
111 111 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 sum 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. \nAll kinds of soils 150 Cum
112 112 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 \n1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 16 Cum
113 113 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). 83 Cum
114 114 Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). 70 Cum
115 115 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Raised and cut pointing. 171.2 Sqm.
116 116 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 200 Sqm.
117 117 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 300 Kg
118 118 Providing and installation of Mono block pump set with EMI works
119 119 Supply & Installation of 3 phase and required H.P Monoblock pumpsets five star rating (Make KSB/KALAMA/KIRLOSKAR/TEXMO or any other make approved by technical committee RWSSMB time to time ) (IS 8034-2002) Including required accessories base plate, coupling foundation bolt, RSJ channels & RCC/CC foundation Complete in all respect as per PHED approved drawing with accrate leveling and proper alignments as per scope of work and technical specification etc. This item inside all the necessary works required to install the pumps set of following duty condition
120 120 10 HP/7.5 KW (7.26 lps,30 m head) 15 KW
121 121 7.5 HP/5.5 KW (4.13 lps,35 m head) 11 KW
122 122 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 5 HP and up to 10 HP 5 Each
123 123 Providing & 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 (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipeline as per technical specification and direction of Engineer in charge.
124 124 MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 3125 Kg
125 125 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/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.16.0 Sq.mm, 4 core 145 Mtr
126 126 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.
127 127 150mm 48 Mtr
128 128 Providing and fixing of DI Soft seated sluice Valves per specifications including cost of rubber flange gaskit and nut bolts complete as required for following sizes.
129 129 80mm 4 Each
130 130 100mm 4 Each
131 131 150mm 4 Each
132 132 200mm 2 Each
133 133 Providing and fixing of Cast Iron dismantling joint as per PHED specifications including cost of rubber flange gaskit and nut bolts complete as required for following sizes.
134 134 100mm 4 Each
135 135 150mm 4 Each
136 136 Providing and fixing of cast iron double Non returns valves IS 14846/2000 specifications (ISI Marked) of PN 1 Rating including cost of rubber flanged gasket and nut bolts complete as required for following sizes
137 137 80 mm dia 4 Each
138 138 100 mm dia 4 Each
139 139 150 mm dia 2 Each
140 140 Pipe Line( Distribution Main)
141 141 Providing, lowering, laying and jointing in trenches,  standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, 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 of following class and diameter. (excluding earth work) \nNote : 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.\nSupply upto 110 mm dia. in coil & above 110 mm dia straight length in 6 M. HDPE PE-80 PN-6
142 142 90 mm dia, PE-, PN-6 4590 RM
143 143 110 mm dia , PE-, PN-6 811 RM
144 144 140 mm dia , PE-, PN-6 1213 RM
145 145 160 mm dia , PE-, PN-6 709 RM
146 146 P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc.
147 147 80 mm dia 4909 RM
148 148 100 mm dia 144 RM
149 149 125 mm dia 26 RM
150 150 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.
151 151 All kinds of soils 2550 Cum
152 152 Ordinary rock 1573 Cum
153 153 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) \nNote : 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.
154 154 100 mm dia 1008 RM
155 155 150 mm dia 572 RM
156 156 200 mm dia 537 RM
157 157 Demolishing cement concrete including disposal of material within 50 meter lead :
158 158 1:3:6 or richer mix. 134 Cum
159 159 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). 134 Cum
160 160 Supplying & fixing of CI D/F Sluice valce as per IS 14846:12000 specifications of PN-1 rating including cost of all labour, jointing material with nuts and bolts and rubber sheets etc. complete as required for following sizes:- 80 mm dia.
161 161 80 mm dia 13 Each
162 162 100 mm dia 5 Each
163 163 150 mm dia 4 Each
164 164 Providing & fixing cast iron specials including tail piece (Cl-10) as per IS:5531-1988 specification as required.
165 165 Size up to 300mm 559 Kg
166 166 Tap Connection
167 167 Providing service connection as per technical specification and standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. Of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (151 make) , gunmetal NRV (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 CM below ground level, except in cases of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer\nsection "Technical Specifications" of bid document.
168 168 Averege length up to 05 mtr 20 mm dia MDPE pipe 682 Each
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