Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Eprocure
Opening Date7 Dec 2021
Closing Date18 Dec 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 8,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UKJS_39669_5Bid Award Id
ViewTender No
3299/JJM/Nivida/70 dated 29.11.2021Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc
Medium Duty (Class 'B')
15 mm dia for House shifting house Connection @ 12 mtr per Connection
4752
-
-
50 mm dia
14628
-
-
65 mm dia
3348
-
-
80 mm dia
935
-
-
100 mm dia
771
-
-
125 mm dia
1341
-
-
150 mm dia
10
-
-
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc
200 mm dia MSERW 4.8 thick
24
-
-
Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing
50mm- to 80 mm
13
-
-
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)
/Connection Ferrule Connection (Labour cost only)
609
-
-
Materials New Connection
386
-
-
Supplying and fixing of following sizes of water meters, valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber.
C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent)
Pressure PN 1.6
50 mm dia
7
-
-
65 mm dia
2
-
-
80 mm dia
1
-
-
100 mm dia
1
-
-
Providing & Fixing Voltman type Bulk Flow Meter Inline type flanged end with integral mounted display and all necessary fiting etc complete
80 mm dia
1
-
-
100 mm
1
-
-
150 mm
1
-
-
Berm/ Shoulder Cutting (Kuchha Road) payble to PWD for repair
513.43
-
-
Bituminious Road Cutting payble to PWD for repair
852.5
-
-
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in- charge :
Bituminious Road Cutting
825.5
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
25.2
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
25.2
-
-
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4"graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design
1
-
-
Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm. top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
8
-
-
Cost of Construction of Over Head Tank 100 KL and 18 M Stagging
-
-
-
Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 18 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balcony to top dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT / M2 and staging 18.00 metre.
100000
-
-
PUMP AND ACCESSORIES
-
-
-
Supply of KSB make energy efficient submersible pumping set of capable of delivering 800 lpm discharge at 195 m head and with 50 hp electric motor to be operated on BPH 384/10 + NB 1003 volts, 3 phase, pump make KSB supply with 5m submersible cable.(Model no.UPH 293/12+HBC 603)
1
-
-
Spare Pump Set of Same as bove Duty
1
-
-
supply installation testing and commissioning on turnkey basis for full automatic pump automation control panels of different capacities having intelligent unit having field programmable logic control LHRS based SCADA operated pump motor start run control project against faults automatically operated control and management system for supervisioring control and data acquisition system at pumping water supply scheme and 2 year free of cost AMC for warranty period of following duties as per specification sheet enclosed and suitable for integration in the existing system including cartage from works of manufacture upto site of work.
50 H.P ISI
1
-
-
Copper submersible 3 core 35 Sqm Cable
400
-
-
Supply installation testing and commissioning of three phase digital rolling contact survo voltage stabilizer suitable for unbalance voltage and unbalance load including fixing of proper size copper lugs on input and out put cable both end at different sites on turnkey basis input voltage 280 volt to 460 volt phase three phase
150 KVA Capacity 3 Phase four wire servo Voltage stabilizer
1
-
-
Four Core Copper Cable for installation (70 Sq. mm armored copper cable)
30
-
-
Main piping and valves as per specification.
150mm dia Column pipe, 7.1 mm thick - 175 Mts.
150mm dia top Column pipe 3mt. Long - 1 No.
150mm dia reducer in 1 Mts length - 1 No.
150mm dia M.S. radial 900 Bend - 4 Nos.
150mm x 150mm x 150mm M.S A/F tee - 1 No.
150mm dia M.S D/F pipe as per specification
2.0mts in lenghth - 4 Nos.
1.5mts in length - 2 Nos.
1.0mts in length - Nos.
1
-
-
150 mm dia C.I.D/F Sluice Valve.
3
-
-
150mm dia C.I.D/F Reflex Valve.
1
-
-
150mm dia size column pipe clamps.
2
-
-
Nut bolts, rubber packing etc.
1
-
-
Supply of 35sq.mm. 3 core copper conductor P.V.C. insulated submersible cable.
400
-
-
Supply & Fixing of 250 Amp MCCB.
1
-
-
Power Wiring 1 x 3 x 35 Sq.mm. Submersible Cable
50
-
-
Earthing Material (Copper Earth Strip, Copper Earth Plate etc. Including Digging of Pit & Complete Earthing Work in All Respect.
1
-
-
GI strip ISI marked 10 sqmm Flat Electrical Wire.
20
-
-
Lowering Charges
1
-
-
GI Pipe for lowering 150 mm
50
-
-
Tool Kitt with all accessseries
1
-
-
Pressure gauge
1
-
-
Depth Gauge
1
-
-
Toolkit
1
-
-
Rubber Insulation sheet
2
-
-
Bulk Meter
2
-
-
Steel Chair
2
-
-
Steel Table
1
-
-
Preparation of lowering, cutting of pipe in 3M length & threading.
60
-
-
Flanges,
6
-
-
Chain pully 10 ton capacity
1
-
-
Mini Tubewell by ODEX Rig Machine
-
-
-
Transportation of Suitable Truck Mounted Rig Machine, Air Compressor, O.P Unit, Camp Equipage, Connected T&P and Necessary Accessories, Cashing Pipe, Tube Well Assembly Housing Pipe etc Including Loading, Unloading Ereation & Levelling of Rig Machine Upto Site of Work etc. Complete in All Respect as per Direction of Engineer in Charge, Required for Drilling & Development of Mini Tube Well.
1
-
-
Drilling of 250 MM DIA Size bore by rig machine using ODEX Method in , Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. including lowering Welding of required kind size of MSERW Casing Pipe (Blind/slotted) From Ground Level Upto Entire Depth ordered by the department.
200
-
-
Drillng of bore 250 mm Size DTH attachment from bottom of casing shoe.
200
-
-
Procurement of Tube Well Assembly as Below.
-
-
-
supply and fixing of suitable size casing shoe suitable for ODEX drilling and made from EN-24 steel.
1
-
-
Supply of suitable bit tube of 100cm in length made out of seamless casing pipe as per requirment of ODEX attachment etc.
1
-
-
supply and fixing of 250 mm size MS housing clamp 8 mm thick including nutt,bolt and washer complete etc.
1
-
-
Fixing of 250 mm dia tube well cap.after compeletion of work made from MS ERW Pipe and MS sheet of 8mm thick
1
-
-
Dismantling of Rig Machine & Other Equipments, and Clearance of Site After satisfactory completion of work.
1
-
-
Development of MiniTube Well by suitable Air Compressor Unit to the Satisfaction of Engineer in Charge to Give Sand Free Discharge Atleast for 15 Hours.
15
-
-
Development of Mini Tube Well by the Suitable Submersible O.P Unit Complete With Lowering & Lifting of Pumping Plant Having suitable Discharge Including Running of O.P Unit & Yeild Testing of the Tube Well by V Notch Atleast for 30 Hours.Approximate to the Satisfaction of Engineer in Charge,
30
-
-
Geological Survey of Site.
1
-
-
Chemical & Bacteriological Testing of Water Sample.
1
-
-
Construction of Compound Wall with Gate for Tube Well campus
-
-
-
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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
70.13
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
4.05
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement : 4 coarse sand)
240
-
-
Applying cement sand Plaster 20 mm thick (External plaster) (in Cm 1:6)
348
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size) for coping work
1.4
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) upto fdn lavel
25.86
-
-
1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) above ground evel
6.51
-
-
Centring and shuttering at all levels including strutting, propping etc. and removal of form for:
For Foundations, footings, bases of columns, etc. for mass concrete.
2.4
-
-
For Columns, Pillars, Piers, Abutments, Posts and Struts- (For gate pillar)
104.6
-
-
For Lintels, beams, plinth beams, girders, bressumers and cantilevers. Tie Beam/plinth beam
102
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
3236.43
-
-
Structural steel work in single section, fixed with or without connecting plate, cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. For comund wall.
600
-
-
CHLORINATOR
-
-
-
Providing and fixing of Chlorinator Dozer
1
-
-
Estimate for making of ground water Rechargement through Boring/Drilling
-
-
-
Transportation of suitable truck mounted ODEX/DTH drilling machine with all necessary connecting T&P required for drilling and connection of rig including leveling etc. complete in all respect as direction of Engineer in-charge.- for recharge boring
1
-
-
Drilling of the bores as per is 2800-1979 using ODEX-115(TUBEX) attachment required drilling in alluvial, boulder, pebbles, gravels, rocky stone, sticky, clay, etc. in including cost of attachment consumable stores, bits, water, POL etc. complete with system of simultaneous lowering of 125 mm nominal bore PVC casing pipe witch will be Jointed together using sockets as per reqirement of ODEX complete in all respects as per direction of Enginner in charge.
20
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge
100 mm nominal size dia
20
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manualmeans over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, for all kind soil . as directed by Engineer-in-charge (3.14/4*2.5*2.5)*h
14.81
-
-
Extra for every additional lift of 1.5 m or part there of in excavation /banking excavated or stacked materials
7.41
-
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (size 40 mm to 65 mm)
7.41
-
-
Supplying, filling, spreading & leveling coarse sand of size range 5 mm to 10 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
2.47
-
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in equired thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge.
2.47
-
-
Supply Of Charcol 6.30 per kg
1.23
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
4.94
-
-
Supply fabric and fixxing of work display board as per standard shape and design
1
-
-
Cleaning and dressing of site with necessary surface drain including disposal of surplus earth and materials after completion
2
-
-
Fire Hydrant
-
-
-
Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,
finished with a floating coat of neat cement complete as per standard
design :
1
-
-
P/F fire Hydrant valve confirming to is: 5290 (flanged) in position including all material, labour T&P etc Complete
80 mm dia
1
-
-
Supply and Installation of fire Hydrant including supply of all fasting & fixure item T&P Labour complete all in respect
1
-
-
Risingmain Pipe Line
-
-
-
Excavation in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
591.3
-
-
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc
MSERW Pipe 125 mm Dia 4.8 mm thick.
730
-
-
Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing
100mm to -150 mm
1
-
-
Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber
C.I. D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent)
150 mm dia
1
-
-
Provinding & Fixing CI D/F Non Return Valve confirming to IS: 14846-2000 in position including all material lebourer T&P etccomplete
PN 1.6
125 mm
1
-
-
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) for sluice valve, with C.I.surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With F.P.S. bricks 1-18-35-1
1
-
-
Construction OF PUMP HOUSE
-
-
-
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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
15.93
-
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
11.05
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
5.4
-
-
Brick Masonry for Foundation Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
8.89
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
7.97
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
12.56
-
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
27.03
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). Plinth Beam, lintel beam and slab beam
8.59
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars.@130 kg /cum
1117.1
-
-
Centering & Shuttering
-
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
23.22
-
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers Plinth Beam, lintel beam and slab beam.
24.43
-
-
Weather shade, Chajjas, Corbels etc including edges. Chajjas.
8.1
-
-
Applying 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement : 4 fine/ coarse sand)
54.61
-
-
Applying cement Plaster 20 mm (External plaster) 1:6 (1 cement : 6 fine/ coarse sand)
119.4
-
-
Applying cement Plaster 12 mm Ceiling plaster) (CM 1:4) 1:4 (1 cement : 4 fine/ coarse sand)
20.56
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
25.56
-
-
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
10.08
-
-
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
1.8
-
-
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion (i) Single socketed pipes. 110 mm diameter
5
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Bend 87.5° 110 mm bend
3
-
-
Shoe (Plain) 110 mm Shoe
1
-
-
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
2
-
-
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb Flush Door shutters
171
-
-
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2.52
-
-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading
2.52
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-
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin-charge Extruded section profile size 42x50 mm
6.2
-
-
25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places
2.1
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-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
121.5
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-
White washing with lime to give an even shade: New work (three or more coats)
194.57
-
-
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade
75.17
-
-
Finishing walls with water proofing cement paint of required shade for external surfaces:New work (Two or more coats applied @ 3.84 kg/10 sqm).
119.4
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
For Frame of door, Window & Ventilation (Multiplying coefficients:-2.6, 2, 1.6 (for each side))
8.1
-
-
Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).
70.69
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-
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 standard design : In 75x75mm deep chase
17.7
-
-
Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FR PVC insulated unsheathed flexible 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 & it's accessories, round tiles,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.
Short point (up to 3 mtr.)
5
-
-
Medium point (up to 6 mtr.)
3
-
-
Long point (up to 10 mtr..)
2
-
-
Wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm FR PVC insulated unsheathed flexible 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 & 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, 6 A socket, 3.0 mm thickphenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. Short point (up to 3 mtr.)
3
-
-
S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall and making good the same as required.
25 mm
20
-
-
Wiring of 6 pin 15 amp. Light power point with 4.0 sq. mm PVC insulated unsheathed solid / stranded copper conductor 1.1 kV grade of approved make in surface / recessed ISI marked pvc conduit & it's accessories, 18
SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board , 15 A switch, 15 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, bushes, check nuts, making connections, testing etc. as required.
Short point (up to 3 mtr.)
3
-
-
Medium point (up to 6 mtr.)
3
-
-
P&F 240/415 V MCB of breaking capacity not less than 10 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
2
-
-
P&F 240/415 V isolator conforming to IS:13947-III/ IEC 60947-3 on existing board / sheet including making connections with lugs , testing etc. as required. Double pole isolator
63 A rating
1
-
-
P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar masking sheet conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required.
Single door (single phase) 4 Way
1
-
-
P&F flush/surface type enclosure for housing MCB/Isolator with Din rail including making connections with lugs, repairs etc. as required.
With sheet steel enclosure (One /two way)
1
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
1
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
1
-
-
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete
1
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
15 mm nominal outer dia Pipes
8
-
-
20 mm nominal outer dia Pipes
10
-
-
32 mm nominal outer dia Pipes
15
-
-
Providing and fixing brass bib cock of approved quality :
-
-
-
15 mm nominal bore
2
-
-
20 mm nominal bore
1
-
-
Providing and fixing brass stop cock of approved quality
20 mm nominal bore
3
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
25 mm nominal bore
1
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
500
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
-
P&F Recessed/ Surface mounting heavy duty horizontal type sheet steel Distribution board phophatised/ powder painted complete with copper bus bar, shorting link , neutral link, earth link and din bar masking sheet conforming to IS13032 & IS8623 including making internal DB terminations with copper lugs , testing etc. as required.
Single door (single phase) 4 Way
3
-
-
P&F flush/surface type enclosure for housing MCB/Isolator with Din rail including making connections with lugs, repairs etc. as required.
With sheet steel enclosure (One /two way)
500
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
1
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
1
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
15 mm nominal outer dia Pipes
8
-
-
20 mm nominal outer dia Pipes
10
-
-
32 mm nominal outer dia Pipes
15
-
-
Providing and fixing brass bib cock of approved quality :
-
-
-
15 mm nominal bore
2
-
-
20 mm nominal bore
1
-
-
Providing and fixing brass stop cock of approved quality
20 mm nominal bore
3
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
25 mm nominal bore
1
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
500
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
-
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