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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical WARD NO 3 CHADA KHAD DHUKANA ROAD PUROLA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | - | - | Not Admitted-Fee/PreQual/Technical Others-Physical Doccuments not submitted by Bidder |
| Sl No | Description | Qty | Unit | M /S NATHI LAL UNIYAL L2 | SHANTI CONSTRUCTION L3 | PRAMOD SINGH RAWAT L1 |
|---|---|---|---|---|---|---|
| 1.01SUB WORK NO. 1 :- EXCAVATION WORK | ||||||
| 1.02 | Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. | 270.48 | cum | 13,524 ₹13,524 | 48,686.4 ₹48,686.40 | 47,874.96 ₹47,874.96 |
| 1.03 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the xisting floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 226.93 | Sqm | 34,039.5 ₹34,039.50 | 70,802.16 ₹70,802.16 | 70,348.3 ₹70,348.30 |
| 1.04 | Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m . | 164.41 | cum | 16,441 ₹16,441 | 32,388.77 ₹32,388.77 | 31,237.9 ₹31,237.90 |
| 1.05 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | 66.63 | cum | 9,994.5 ₹9,994.50 | 20,588.67 ₹20,588.67 | 19,989 ₹19,989 |
| 1.06 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 28.55 | cum | 60,647.28 ₹60,647.28 | 60,647.28 ₹60,647.28 | 59,962 ₹59,962 |
| 1.07SUB WORK NO. 2 :- PLAIN CEMENT CONCRETE | ||||||
| 1.08 | Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level | 50.13 | cum | 3,41,485.56 ₹3.4 L | 3,41,485.56 ₹3.4 L | 3,40,884 ₹3.4 L |
| 1.09 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 67 | Sqm | 50,203.1 ₹50,203.10 | 50,203.1 ₹50,203.10 | 48,240 ₹48,240 |
| 1.10SUB WORK NO. 3 : - REINFORCED CEMENT CONCRETE | ||||||
Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
16 Jan 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN PUROLA
Construction office building work in the office of Executive Engineer Uttarakhand Jal Sansthan Purola
2026_UKJS_90625_1
983/Nivida/2025-26 Dt. 31-12-2025
Open Tender
Civil Works - Buildings
UJS PUROLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Yes
EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN PUROLA
₹2.3 L
Yes
UJS PUROLA
16 Feb 2026
5 Jan 2026
19 Jan 2026
5 Jan 2026
16 Jan 2026
5 Jan 2026
9 Jan 2026
SUB WORK NO. 1 :- EXCAVATION WORK
Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m.
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the xisting floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
Filling available excavated earth (excluding rock) in trenches ,plinth,sides of foundation etc . in layers not exceeding 20cm in depth ,consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m .
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
SUB WORK NO. 2 :- PLAIN CEMENT CONCRETE
Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded stone aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level
Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarsesand : 6graded stoneaggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth
SUB WORK NO. 3 : - REINFORCED CEMENT CONCRETE
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level
SUB WORK NO 4 : - CENTER & SHUTTERING
Centering shuttering including strutting, propping etc. and removal of form work
FOUNDATION UP TO PLINTH
COL SUPER STRUCTURE
Roof Beam
Staircase
Lintel+sunshade
SUB WORK NO 5 : - REINFORCEMENT OF STEEL
Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete Thermo-Mechanically Treated bars.
SUB WORK NO 6 : - BRICK WORK IN FOUNDATION AND SUPER STRUCTURE
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
Brick work with F.P.S bricks of class 75 in super structure above structure above plinth level up to floor five level in all shapes and sizes in cement mortar 1:6 (1 cement : 6 coarse sand )
Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand)
Extra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.bricks).
SUB WORK NO. 9 : - DOOR , WINDOW & VENTILATOR FRAMES & SHUTTER
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 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
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
Providing & fixing of wire mesh (mosquito jalli) with labour & material comlete
With 12 mm mild steel U beading.
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete
Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper
Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers weighing not less than 33 gms.
Providing and fixing M.S. Tubular frames for doors and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with
4.0 mm thick glass panes
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with
4.0 mm thick glass panes
SUB WORK NO : - 10 INTERNAL , EXTERNAL PLASTER WORK, CEILING PLASTER , & FINISHING WORK
12mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar
15mm thick plaster on the plain in side of mix 1:6 ( 1 cement : 6 fine sand) mortar
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade
New work (two or more coats) over and including water thinnable priming coat with cement primer
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable sq.m shade with ordinary paint of approved brand and manufacture.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
SUB WORK NO. 11 : - FLOORING
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey 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) :
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conformingto IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete
P/F 1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
SUB WORK NO.12 : -WATER PROOFING WORK WORK
Providing and laying water proofing treatment in sunken portion of WCs,bathroom etc,by applying cement slurry mixed with water proofing cement compound consisting of applying. (a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm .this layer will be allowed to air cure for 4 hours. (b) second layer of slurry of cement @ 2.42 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm .this layer will be allowed to air cure for hours followed with curing for 48 hours.
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.
Providing gola 75x75 mm in concrete 1:2:4 including finishing with cement mortar 1:3 as per standard design in 75x75 mm deepchase.
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 over PVC sheet 1mx 1m x 400 micron , finished with 12 mm cement plaster 1:3 and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
BILL OF QUANTITY INTERNAL WATER SUPPLY
SANITARY FIXTURES
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
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern.
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 single 15 mm C.P. brass pillar tap
PVC PIPE FITTINGS 2
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.
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.
Coupler
Single pushfit Coupler
Single tee with door
Single tee without door
Shoe (Plain)
110 mm bend
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete
Providing and fixing 600 x 455 mm. bevelled edge mirror of Saint Gobin or Modi float glass complete with 6 mm. thick hard board ground fix to wooden cleats with CP brass screws and washers etc. complete.
CPVC WORK
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge Internal work - Exposed on wall
15mm dia nominal bore
25 mm dia. nominal bore
50 mm dia. nominal bore
Providing and fixing ball valve (brass) of approved quality complete
High or low pressure with plastic floats
25 mm dia. nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
25 mm nominal bore
C.P. BRASS FITTING
Providing and fixing uplasticised PVC connection pipe with brass unions :
15mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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.
C.P. FITTING
Providing & Fixing C.P. brass bib cock parryware make
Providing & Fixing C.P. brass Long boddy bib cock
Providing and fixing PTMT pillar cock of approved quality and colour
Providing & Fixing C.P. brass stop(conceald)
Providing & Fixing C.P. brass angle valve
Providing & fixing c.p. soap dish parryware make
Provding & Fixing C.P Towel rail parryware make
Provisiding & Fixing C.P Paper Holder parryware Make
BILL OF QUANTITY OF EXTERNAL WATER SUPPLY
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal inner dia Pipes
Providing and fixing gun metal gate valve with C.I. wheel of approved quality
(screwed end) : 50 mm nominal bore
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
for sanitary building
Constrcution of septic tank
AS PER A.OR
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
Providing and fixing on wall face unplasticised Rigid PVC 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
DISMANTLING WORK
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)
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
Of area 3 sq. metres and below
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Demolishing brick work 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 In cement mortar.
SUB WORK NO.2: - MALBA LIFTING
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
CARRIAGE OF MATERIALS Lime, moorum, building rubbish 5 km
SITE DEVELOPMENT
Excavation in Hilly Areas in means not requiring blasting Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
Ordinary Rock
Hard Rock
Excavation in Hilly Areas in Soil by mechanical means
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
SUB WORK NO. 11 : -ELECTRIC ITEMS
INTERNAL ITEMS
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Group B
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
2 X 6 sq. mm + 1 X 6 sq. mm earth wire
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.(20)
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
20mm (T.V+Telephone+Network)
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
5/6 A switch
2 way 5/6 A switch
15/16 A switch
3 pin 5/6 A socket outlet
Telephone socket outlet
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
1 or 2 Module (75 mmX75 mm)
3 Module (100 mmX75 mm)
4 Module (125 mmX75 mm)
6 Module (200 mmX75 mm)
8 Module (125 mmX125 mm)
12 Module (200 mmX150 mm)
Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.
1 or 2 Module
3 Module
4 Module
6 Module
8 Module
12 Module
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
Supplying and flxing brass batten/angle holder including connection etc. as required.
Installation, testing and commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required.
Providing and fixing plain 16/0.20mm (0.50sqmm) twin flat flexible, FRLS PVC insulated, copper cable, in PVC sleeve of suitable size on the floor/ wall, or side of the table/ door etc. as required.
Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
Upto 450 mm sweep
Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed steel/ PVC conduit as required.
1 run of cable
2 run of cable
3 run of cable
MCB, MCCB and DISTRIBUTION BOARDS
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Single pole
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required
ELECTRIC ITEMS EXTERNAL ELECTRIFICATION
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe FRLSom earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
LIGHTING CONDUCTOR
Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong at top, with 85 mm dia 6 mm thick copper base plate including holes etc. complete as required.
Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)
Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)
MV CABLE LAYING
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
Upto 35 sq. mm
MV CABLE JOINTING AND END TERMINATION
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
3½ X 25 sq. mm (28mm)
SUB HEAD - II (NON SCHEDULED/EXTRA ITEMS)
Supply of ADP Octagonal Pole single Arm 6 m. height. Compitable for post top range. as approved by Engineer in charge with making connection complete in all respect. (Rate taken from GeM)
poles with single bracket
Supply & Installation of LED Street light Yes Wled Luminaire Light approved by Engineer in charge complete in all respect. (Rate taken from GeM)
Cat AA (seg.)
MAIN LT PANNEL
Incoming
Incoming- 100 Amp MCCB- 1 No.,4p,36 KA
Outgoing
Outgoing- 25 Amp MCCB-2 No.,4p, 25 KA, 16 A MCB -1 No,FP 32 A MCB -1 No,DP,
(i) Cat A Cubical type
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