Public Health Engineering Department-PHED has published Work Of Construction And Commissioning Of Tube Well , Rcc Ohsr And Cwr And Providing Laying Jointing Of Rising Main And Internal Dist. Network Alongwith Providing Fhtc From Already Laid/ New Distri. Pl To Property Line, Incl. All Material And Labour Wit. Submission Date for this Tender is 01-12-2020. Rising Mains Tenders in SE DISTRICT CIRCLE JAIPUR Rajasthan. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 14-Oct-2020 | DATE CORRIGENDUM | Date | 28-10-2020 |
2 | 27-Oct-2020 | Date Corrigendum | Date | 09-11-2020 |
3 | 09-Nov-2020 | Date Corrrigendum 1 | Date | 01-12-2020 |
4 | 30-Nov-2020 | Fee | Fee | 01-12-2020 |
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 CHONP BLOCK AMER District Jaipur (Est. Cost: 398.88 Lacs) | |||||
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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. | 340 | 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. | 500 | Mtr | |
6 | 6 | 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 | |||
7 | 7 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 344 | mtr | |
8 | 8 | 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. | |||
9 | 9 | 200 mm dia nominal bore of 5.4mm thickness | 144 | Mtr | |
10 | 10 | 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. | 24 | Mtr | |
11 | 11 | 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. | |||
12 | 12 | 3 core 4.0 mm2 | 1000 | Mtr | |
13 | 13 | 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. | |||
14 | 14 | 50 mm dia | 560 | Mtr | |
15 | 15 | 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) | |||
16 | 16 | 7.5 KW (10 HP) & head above 120 mtr. | 45 | KW | |
17 | 17 | 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. | |||
18 | 18 | Above 5 HP and up to 10 HP | 4 | Each | |
19 | 19 | 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. | |||
20 | 20 | 16.0 Sqmm 4 core | 120 | Mtr | |
21 | 21 | Supply and fixing MS clamp set o 50 X 6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pumpset | 4 | Each | |
22 | 22 | 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. | |||
23 | 23 | 200 mm dia | 4 | Each | |
24 | 24 | Providing and fixing of double flenged CI body ISI marked NRV of approved make of following sizes:- 80 mm dia. | 4 | Each | |
25 | 25 | 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) | 4 | Each | |
26 | 26 | 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 | 4 | Each | |
27 | 27 | 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 | 4 | Each | |
28 | 28 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. | 4 | Each | |
29 | 29 | Provinding and fixing of DI Soft sheated Sluice Valve as per specfications including cost of rubber flange gaskit and nut bolts Complete as required for following sizes.80 mm | 4 | 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 1.1 (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. | |||
32 | 32 | 100 mm DI CML class - K-7 | 1025 | RM | |
33 | 33 | 150 mm DI CML class - K-7 | 1700 | RM | |
34 | 34 | 200 mm DI CML class - K-7 | 100 | RM | |
35 | 35 | Provinding and fixing of DI Soft sheated Sluice Valve as per specfications including cost of rubber flange gaskit and nut bolts Complete as required for following sizes. | |||
36 | 36 | 100 mm | 7 | Each | |
37 | 37 | 150 mm | 1 | Each | |
38 | 38 | Providing and fixing of cast iron Kinetic air valves IS 14845/2000 specifications (ISI marked) including cost of MS clamp, GI pipe, MS/GI flange, rubber flange gaskit and nut bolts complete as required for followinq sizes\n | |||
39 | 39 | 50 mm | 2 | Each | |
40 | 40 | Excavation work 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 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: | |||
41 | 41 | All kinds of soil | 496.457 | Cum | |
42 | 42 | Oridinary Rock | 1155 | Cum | |
43 | 43 | Demolishing cement concrete manually/by machenical means including disposal of material with 50 m lead as per direction of engineer-in-charge.1:3:6 or richer mix. | 207 | Cum | |
44 | 44 | 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 | 207 | Cum | |
45 | 45 | Pipe Line( Distribution Main) | |||
46 | 46 | 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 | |||
47 | 47 | 100 mm DI CML class - K-7 | 3336 | Rmt. | |
48 | 48 | 150 mm DI CML class - K-7 | 587 | Rmt. | |
49 | 49 | 250 mm DI CML class - K-7 | 210 | Rmt. | |
50 | 50 | Providing, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (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) 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. Supply upto 110 mm dia. in coil & above 110 mm dia straight length in 6M. | |||
51 | 51 | 90 MM Dia HDPE PE - 80 PN-6 | 19283 | Rmt. | |
52 | 52 | 110 MM Dia HDPE PE - 80 PN-6 | 1884 | Rmt. | |
53 | 53 | 125 MM Dia HDPE PE - 80 PN-6 | 500 | Rmt. | |
54 | 54 | 140 MM Dia HDPE PE - 80 PN-6 | 100 | Rmt. | |
55 | 55 | Provinding and fixing of DI Soft sheated Sluice Valve as per specfications including cost of rubber flange gaskit and nut bolts Complete as required for following sizes. | |||
56 | 56 | 80 mm | 26 | Each | |
57 | 57 | 100 mm | 12 | Each | |
58 | 58 | 125 mm | 8 | Each | |
59 | 59 | 150 mm | 6 | Each | |
60 | 60 | 200 mm | 4 | Each | |
61 | 61 | 250 mm | 2 | Each | |
62 | 62 | Excavation work 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 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: | |||
63 | 63 | All kinds of soil | 2662 | Cum | |
64 | 64 | Oridinary Rock | 10650 | Cum | |
65 | 65 | Demolishing cement concrete manually/by machenical means including disposal of material with 50 m lead as per direction of engineer-in-charge.1:3:6 or richer mix. | 1225 | Cum | |
66 | 66 | 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 | 1225 | Cum | |
67 | 67 | Dismantling manual/by mechnical means including staking of serviceable material/unserviceable with in 50 m lead as per direction of EIC : BM road (average thickness 300 mm) | 470 | Sqm | |
68 | 68 | Dismantling manual/by mechnical means including staking of serviceable material/unserviceable with in 50 m lead as per direction of EIC : WBM road (average thickness 250 mm) | 537.079 | Sqm | |
69 | 69 | RCC OHSR 450 KL 18 Mtr Staging and CWR 150 KL | |||
70 | 70 | 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 . | |||
71 | 71 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow and bypass arrangement. | |||
72 | 72 | Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | |||
73 | 73 | 450 KL | 450000 | Litre | |
74 | 74 | 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. | |||
75 | 75 | The rate indicated below are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow arrangement. | |||
76 | 76 | At Chonp HW 150 kL | 150 | Per KL | |
77 | 77 | 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. | |||
78 | 78 | FOR CWR | |||
79 | 79 | In let 150 mm | 10 | Per MTR | |
80 | 80 | Out let 200 mm | 5 | Per MTR | |
81 | 81 | Over Flow 200 mm | 5 | Per MTR | |
82 | 82 | Wash Out 150 mm | 6 | Per MTR | |
83 | 83 | FOR ESR | |||
84 | 84 | Out let 250 mm | 10 | Per MTR | |
85 | 85 | In let 200 mm | 5 | Per MTR | |
86 | 86 | Over Flow 250 mm | 5 | Per MTR | |
87 | 87 | Wash Out 200 mm | 6 | Per MTR | |
88 | 88 | 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. | |||
89 | 89 | 80mm | 2 | Each | |
90 | 90 | 100mm | 2 | Each | |
91 | 91 | 150mm | 2 | Each | |
92 | 92 | 200mm | 1 | Each | |
93 | 93 | 250mm | 2 | Each | |
94 | 94 | 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. | |||
95 | 95 | 150mm | 2 | Each | |
96 | 96 | 200mm | 3 | Each | |
97 | 97 | 150mm | 4 | Each | |
98 | 98 | 200mm | 2 | Each | |
99 | 99 | 250mm | 2 | Each | |
100 | 100 | Const. of Pump house of size 6M X 4M | |||
101 | 101 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:\nAll kinds of soil | 36 | Cum. | |
102 | 102 | 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). | 20 | Cum | |
103 | 103 | 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). | 29 | Cum. | |
104 | 104 | 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 | 14 | Sqm | |
105 | 105 | 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) | 36 | Cum | |
106 | 106 | 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 | |
107 | 107 | 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 | 10 | Cum | |
108 | 108 | 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) | 1250 | Per Kg. | |
109 | 109 | 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 | 45 | Mtr. | |
110 | 110 | Plaster on new surface of walls in cement sand mortar 1:6, including raking of joints etc. complete fine finished, 20 mm. thick | 420 | Sqm | |
111 | 111 | 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). | 230 | Sqm | |
112 | 112 | 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 | 170 | Sqm | |
113 | 113 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work. | 50 | Sqm | |
114 | 114 | P & F of M.S. J- hook of standard design made out of 16 mm dia. M.S. round bar and fixed with cement concrete mortar with required support as required. | 4 | each | |
115 | 115 | 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. | 40 | Sqm | |
116 | 116 | 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). | 4 | Cum | |
117 | 117 | 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 | 22 | Sqm. | |
118 | 118 | 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 | 56.639 | Per Kg. | |
119 | 119 | 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. | |
120 | 120 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section 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 : | |||
121 | 121 | Windows side hung /Ventilators top or centre hung (openable) | 8 | Sqm. | |
122 | 122 | Partly fixed and partly openable [ fixed area not to exceed 33%] | 24 | Sqm. | |
123 | 123 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. | 22 | Sqm. | |
124 | 124 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. | 48 | Kg. | |
125 | 125 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : \na) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @ 0.253 kg/sqm.\nb) laying second layer of Fiber glass cloth when the first layer is still green . Overlaps of joints of fiber cloth should not be less than 10 cm .\nc) Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proffing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around\nd) fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. (which will be paid for separately) For the purpose of measurement the entire treated surface will be measured | 50 | Sqm. | |
126 | 126 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : | |||
127 | 127 | Sand or other approved stone 50mm thick. | 2 | Sqm. | |
128 | 128 | ELECTRIC WORK | |||
129 | 129 | 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. | |||
130 | 130 | Short point ( Up to 3 m.) | 2 | P.point | |
131 | 131 | Medium point ( Up to 6 m.) | 2 | P.point | |
132 | 132 | Long point ( Up to 10 m.) | 4 | P.point | |
133 | 133 | 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) | |||
134 | 134 | 1 X 36 Watts with OCCB | 4 | Each | |
135 | 135 | 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. | |||
136 | 136 | 11 to 20 KVAR | 2 | Each | |
137 | 137 | 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. | |||
138 | 138 | 1400 mm sweep | 2 | Each | |
139 | 139 | 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) | |||
140 | 140 | 1 X 36 Watts with EB | 4 | Each | |
141 | 141 | P & F Fluorscent tube rod in existing fixtures as required, minimum 3 STAR rating | |||
142 | 142 | 36/40 Watts | 4 | Each | |
143 | 143 | 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 ) | |||
144 | 144 | 1 X 250 Watt | 2 | Each | |
145 | 145 | SANITARY WORK | |||
146 | 146 | 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. | |||
147 | 147 | Door Bend 87.5 Dg. 110 mm dia | 5 | Each | |
148 | 148 | Bend 45 Dg. 110 mm dia | 6 | Each | |
149 | 149 | Pipe Clip 110 mm dia | 14 | Each | |
150 | 150 | 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 | |||
151 | 151 | 110 mm dia. | 44 | R Mtr | |
152 | 152 | P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted,\n1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) &\n32 mm C.P. brass waste coupling of approved make,\n25 mm G.I. waste pipe complete including\ncutting & making good the wall : | |||
153 | 153 | Size 450 mm x 300 mm | 1 | Each | |
154 | 154 | P & F Bottle Trap of approved make : | |||
155 | 155 | C.P Brass 32 mm | 1 | Each | |
156 | 156 | Construction of Cement Concrete Chamber\n125mm dia. | |||
157 | 157 | C.P. Brass grating | 5 | Each | |
158 | 158 | Construction of chamber in all type of soil with\n300 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. | |||
159 | 159 | Inside size 300 X 300 mm depth upto 0.5 M\nCement cover with frame. | 3 | Each | |
160 | 160 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- | |||
161 | 161 | Size 200x100x130 cm.(for 10 users) | 1 | Each | |
162 | 162 | P & F Bib Cock (IS : 8931 Mark), Superior\nquality of approved make: | |||
163 | 163 | Brass 400 grm,15mm nominal bore. | 6 | Each | |
164 | 164 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap\nincluding cutting and making good the wall and\nfloor: | |||
165 | 165 | Size 580x440mm. | 1 | Each | |
166 | 166 | P & F Automatic Flushing Cistern of first quality (IS : 774 mark) of approved make fitting, siphon with copper tube, C.I. brackets complete including cutting and making good\nthe wall. | |||
167 | 167 | WVC (as per IS : 2556) 10 litres. | 1 | Each | |
168 | 168 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the\nwalls and floors: | |||
169 | 169 | Concealed pipe in wall including painting with\nanticorrosive bitumen paint | |||
170 | 170 | 15 mm dia nominal bore | |||
171 | 171 | 'B' Class | 100 | Mtr. | |
172 | 172 | Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete. | |||
173 | 173 | 100mm dia | 30 | Mtr. | |
174 | 174 | Providing & fixing S.W. square mouth Gully trap `A` grade (ISI marked) of approved make\n& design in existing man-hole. | |||
175 | 175 | Size 100 X 100mm | 3 | Each | |
176 | 176 | Providing and Fixing of ISI marked PVC storage tank of following capacity as per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four nos of superior quality and approved make, including interconnections complete job. | |||
177 | 177 | 1000 (liters capacity) | 1 | Each | |
178 | 178 | Boundary Wall ( 200 mt length) | |||
179 | 179 | 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 | 120 | Cum | |
180 | 180 | 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). | 34 | Cum | |
181 | 181 | 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). | 80 | Cum | |
182 | 182 | 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). | 150 | Cum | |
183 | 183 | Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :Raised and cut pointing. | 370 | Sqm. | |
184 | 184 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. | 420 | Sqm. | |
185 | 185 | 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 | 286.966 | Kg | |
186 | 186 | 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). | 420 | Sqm | |
187 | 187 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work. | 36 | Sqm | |
188 | 188 | SCOUR VALVE CHAMBER(1.2*1.2,0.6*2) | |||
189 | 189 | Earth work in excavation by machenical 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 up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter.All kinds of soil. | 24.223 | Cum | |
190 | 190 | 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. 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size). | 1.368 | Cum | |
191 | 191 | Providing and laying in position specified grade of cement concrete for all RCC structural element up to plinth level including curing compaction, finishing with rendering in cements and mortar 1:3(1 cement: 3 coarse sand) and making good the joints and cost of plastizers(if required) excluding the cost of centerning, shuttering and reinforcement. M20 grade Nominal Mix/ Design Mix | 8.91 | Cum | |
192 | 192 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation, footings, strap beam, raft, bases of columns etc. | 102 | Sqm | |
193 | 193 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: --20 mm thick. | 105 | Sqm | |
194 | 194 | Providing and fabricating reinforced for RCC 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 of relevent IS code) | 474 | Kg | |
195 | 195 | Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcement String courses, copings, bed plates, anchor blocks, plain window sills etc | 1.02 | Cum | |
196 | 196 | Pumping Machinery | |||
197 | 197 | Supply & installation of 3 phase & require HP Centrifugal Sets Five Star rating (Make M&P,Jyoti,Kirlosker or any other make approved by technical committee RWSSMB time to time)(IS 8034;2002)including required accessories base plates,coupling foundation bolt,RSJ channels RCC/CC foundation complete in all respect as per PHED drawing with accurate levelling and alignment as per scope of work and technical specification etc.This item includes all the necessary items to install the pump set of following duty conditions. 20 HP / 15 KW -1500 rpm | |||
198 | 198 | Chonp HW 60 Cum/Hr,35Mtr and 12.5 kW (2nos) | 25 | Each | |
199 | 199 | 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 15 HP | 2 | Each | |
200 | 200 | Providing and fixing steel gate, grating and grill made of angles, tees, square bars, flats, or black pipe with hold fastr, chain pully block stand near main hole cover of RCC CWR and fittings complete as per design and drawing including cutting, welding and fabrication with priming coat of red oxide. | 1200 | Kg | |
201 | 201 | Providing and fixing of level gauge indicator with ms sheet frame,steel wire rope pully etc. complete in all respect as per PHED approved drawing. | 1 | Each | |
202 | 202 | Supply,febricating & fixing of anodised (20 to 25 micron) Aluminium ladder of 40mm wide with 2 nos. rectangular saction of 65 X 35 mm (3 mm thick ) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per specification and the direction of engineer in charge. | 5 | Mtr | |
203 | 203 | Providing and fixing of DI soft seated sluice valves as per specifications including cost of rubber flange gaskit and nut bolts complete as required for following sizes :In Pump House | |||
204 | 204 | 100 MM | 2 | Each | |
205 | 205 | 150 MM | 2 | Each | |
206 | 206 | 200 MM | 1 | Each | |
207 | 207 | 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 | |||
208 | 208 | Category "B" (Makes / vendors considered in category B). other then Category "A" will be | |||
209 | 209 | 100 mm dia | 2 | Each | |
210 | 210 | 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. | |||
211 | 211 | 0 to 10.0 kg/cm² | 1 | Each | |
212 | 212 | Tap Connection | |||
213 | 213 | 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. | |||
214 | 214 | Averege length up to 05 mtr 20 mm dia MDPE pipe | 930 | Each |
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