Power Development Department Tender
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Power Development Department - PDD Tender
Electrical and Electronics
Eprocure
Opening Date18 Nov 2024
Closing Date19 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 11,00,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Construction Of 3.15 Mva , 33 11 Kv Receiving Station At Damnote In Pancheri Area Of District Udhampur Scheme Code Pddss2022100676
Description
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Contact
Tender Id
2024_PDD_264981_1Tender No
15Tender Authority
Power Development Department ViewPurchaser Address
-Website
http://http://www.jkpdd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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ii) 33kv Isolator without Earthing Blade (36kv , 1250A,outdoor,3 poles, 25KA ).
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iii) 33 kV Current transformer (33kv,1 phase multi ratio multi core, outdoor) 1 no per phase
1
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iv) 30 kv Lightening arrestors (30kv,10KA, Polymer, station class, ZnO)gap less
2
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33 kV C&R Panel along with O/C, E/F and differential relays (IEC61850), mimic diagram, Voltmeter, Ammeter, Annunciation Windows with annunciation relays, 3-phase Tri-vector meter -5 Amps, DLMS Compliant with RS-485 port SCADA Compatible.
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33 KV voltage transformer(33kv/110 V, 1 phase, multicore, outdoor)1 no per phase
3
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33 kV Post Insulator Polymer 36kV,235kV Impulse, creepage distance 1224m station type
3
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Galvanised Steel Structures
5.5
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Galvanised Nuts & Bolts
0.75
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CONTROL CABLES : i) 12 Core 2.5mm2 control cable copper armoured, 1.1KV Grade ISI,FRLS of make Havells, Polycab,etc. a
60
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ii) 8 Core 2.5mm2 control cable copper armoured, 1.1KV Grade ISI,FRLS of make Havells, Polycab,etc.
300
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iii) 2 Core 2.5mm2 control cable copper armoured, 1.1KV Grade ISI,FRLS of make Havells, Polycab,etc.
60
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iv) Lugs, Ferrules etc.
1
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Conductor and Hardware : i)ACSR Panther Conductor (for main busbar/ droppers/jumpers)
100
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ii) T Clamps for ACSR Panther Conductor
3
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ii) C T Clamps for ACSR Panther Conductor
6
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Earth Wire 7/ 3.15 mm
100
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33 KV Disc Insulator 120 KN (polymeric)
5
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Earthing of equipment GI flat 25 X5 mm.
5
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ii) PT Clamps for ACSR Panther Conductor
3
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ii) LA Clamps for ACSR Panther Conductor
3
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ii) Isolator Clamps for ACSR Panther Conductor
6
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Single Tension fittings for ACSR Panther Conductor
6
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SITC of POWER TRANSFORMER (3.15 MVA)
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33/11kV, 3 phase ONAN, Copper wound, Out-door Type, conventional Power Transformer, Oil Filled with OLTC and all accessories including HT and LT Terminal connections (3.15 MVA) as per latest IS Standards. (efficiency level 2) .aslo refer to detailed GTPs in SBD.
1
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12 Core 2.5mm2 control cable copper armoured, 1.1KV Grade ISI,FRLS of make Havells, Polycab,etc. a
120
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6 Core 2.5mm2 control cable copper armoured, 1.1KV Grade ISI,FRLS of make Havells, Polycab,etc.
120
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2 Core 2.5mm2 control cable copper armoured, 1.1KV Grade ISI,FRLS of make Havells, Polycab,etc.
240
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SITC of 11 kV INDOOR SWITCHGEAR OF 33/11 kV SUBSTATION
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11 kV VCB Panel Board Set (12 kV, 1250A, 25 kA, Indoor) with O/C, E/F relays (IEC61850), Mimic Diagram, Voltmeter, Ammeter, Annunciation Windows with annunciation relays, 3-phase Tri-vector meter -5 Amps, DLMS Compliant with RS-485 port SCADA Compatible etc MAKE :- Seimens, Megawin, Pascal, Electricfield or equivalent :- For 3.15 MVA Power Transformer (1+4) including Smart meters Trivector.
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11kV, Gapless Surge Arrestor,9 KV ,10 KA ,LA with Polymer housing, Stn. Type (5Sets Station type 1 for Power Tx))
4
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11 kV 3- Core XLPE 120 mm² armoured, FRLS
160
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11 kV 3- Core XLPE 185 mm² armoured, FRLS
60
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11 kV Indoor Heat Shrinkable Cable Termination Kits for 185 sqmm single core(Indoor)
2
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11 kV Indoor Heat Shrinkable Cable Termination Kits for 185 sqmm single core (outdoor )
2
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11 kV Indoor Heat Shrinkable Cable Termination Kits for 120 sq mm Cable (indoor)
4
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11 kV Indoor Heat Shrinkable Cable Termination Kits for 120 sq mm Cable (outdoor)
4
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11 kV Isolator, double break,3-pole, 600Amp, horizental mounting Type, with Earth Switch.
4
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11kV DO set , AB Switch 3-Phase, 3-Pole, 200 Amp
3
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Galvanised iron of sorts
180
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11 Mtr. Long Pole(ST-410 SP33)
10
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185 mm² PVC LT Cable 4 Core, armoured, FRLS
15
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Cement bottoming 1:2:4 mix as per REC standards 0.5cum per pole
10
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Earthing Complete by GI Pipe 40 mm or GI Rod 20mm 2.5 mtr long through GI strip for ST poles
10
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100KVA 11Kv/433V Auxillary Transformer (level 2)
1
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Earthing for 100KVA Auxillary Transformer (complete as per REC standards)
1
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MCCB 200 Amp with box
1
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120 mm sq PVC LT cable 4 core Armoured
20
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COMMON MISCELLENOUS WORKS
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Supply, Errection, Testing & commisioning of Batterey Bank 32v 100AH of 15+1 No. cells of 2V each, sealed maintenance free VRLA type, Hgh Impact Polyprophelene copolymer container flame retardant of make Exide Amaron or Tata etc.
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Supply, Errection, Testing & commisioning of Float-Cum-boost Charger with full wave rectification for 220v, 1 Phase 50HZ AC input supply suitable for charging of Battery Bank 32V, 100AH of 15+1 No. cells of 2V each, sealed maintenance free VRLA type, Hgh Impact Polyprophelene copolymer container flame retardant.
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Distribution Panel (30 V, DC) made of CRCA thickness not less
than 2mm. Powder Coated, degree of protection IP43 for 2 No battery incoming supply with 2 No 63 Amps DP MCBs for incoming supply Double busbar of adequate size, 12 No DP DC MCB (0-32A) including indication lamps and cables and other accessories
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Distribution Panel (415 V, AC) made of CRCA thickness not less than 2mm. Powder Coated, degree of protection IP43. 200 Amps Switch Fuse disconnector for incoming supply and 5 No TPN MCB's (16-125 Amps ) and 5 No DP MCBs (0-32A),Rectangular busbar suitable for 200 Amps continuous Supply including indication lamps and cables and other accessories
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Rubber Mat 1mx2m 19mm thick with ISI mark
4
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Fire Extingiusher Co₂ Type of 4.5 kg capacity for control room (with ISI mark)
6
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3 Sand Bucket Fire Extingiusher including MS stand
1
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FRP Industrial Helmet Chin Straped and Nape Strap with ISI Mark. Make Motwane/Arc.
4
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Rubber Gloves for 33 kV level
2
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Rubber Gloves for 11kV level
2
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Safety Belt (with ISI mark)
4
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Safety Shoes ( 33 KV level)
4
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Earthing rod (set of 3 rods) ( 33 KV level)
1
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HV Neon Tester ( Non-Contact Type)/ live Phase Detector
2
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TOOL KIT Complete with tool box
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High Voltage Detector Watches
10
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Civil /Misc Works
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Compound Walling of identified land by way of Mass Concrete in Foundations and 228 mm bricks of 2 metre height and plastering in 1:5 cement mortar
90
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GI Chainlink Fencing of 33 kV Yard of Substation by way of Mass Concrete in Foundations and chainlink fencing of 6 ft height with MS angle 56 x 65 x 6 mm Posts
51
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Cable Trench for laying of cables from Power Transformer to Control Room with duct covering including separate trays for power and control cables.(1m x 1m x 0.6 m) size
52
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Land development by manual/mechanical means for construction of control room building and staff quarters
350
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed by the Engineer in charge within a lead of 50 metres: Footings: F1: 2x2.75x2.75x1.20 = 18.15 Pl. Beams: 45.00x0.30x0.3 = 4.05 Water tank: 4.60x3.05x2.15 = 30.16 Septic tank: 4.60x3.05x2.15 =30.16 F2: 9x2.44x2.44x1.20 = 64.30 =Total = 146.86 cum Say 150.00cum
150
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Filling available excavated earth (excluding rock) in trenches, plinth slides of foundations etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to SO m and lift up to 1.5 m qty. Vide item 1 above= 150.00 cum
150
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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 (cement Coarse sand:8 graded stone aggregate 40 mm nominal size) Crushed. Foundations: cum Footings: Fl: 2x2.75x2.75x0.15 = 2.27 F2: 9x1.83x1.83x0.15 = 4.52 Pl. Beams: 45.00x0.30x0.08 = 1.39 Water tank: 2.15x3.66x0.10 = 0.79 Septic tank: 2.15x3.66x0.10 = 0.79 Under Floors: Stair : 2.30x6.10x0.10 = 1.40 Ducts: 9.00x1.40x0.10 = 1.26 Total= 23.13 cum say 24 cum.
24
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Supplying and filling in plinth with fine sand under floors including watering, ramming, consolidating and dressing complete. Cum Under floors: Stair: 2.30x6.10x0.15 = 2.10 Hall: 9.75x6.10x0.15 = 8.92 Total= 11.02 cum say 11.00 cum
11
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Providing and fixing upto floor five level precast cement concrete cover slabs incl. Hoisting and setting in position with cement mortar 1:3(1 cement:3 coarse sand) cost of required centering, shuttering complete. Cum 1:1.5:.3(1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) Crushed Duct covers: 9.00x1.10x0.05 = 0.50 Say 1 cum
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Providing and laying damp proof course 40mm thick with cement conc. 1:2:4(1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) crushed Sqm Main building: DPC 40.00x0.23 = 9.20 say 9 sqm
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Providing and fixing upto floor five level precast cement concrete cover slabs incl. Hoisting and setting in position with cement mortar 1:3(1 cement:3 coarse sand) cost of required centering, shuttering complete. Cum 1:1.5:.3(1 cement:1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)Crushed Duct covers: 9.00x1.10x0.05 = 0.50 Say 1 cum
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Providing and laying damp proof course 40mm thick with cement conc. 1:2:4(1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) crushed Sqm Main building: DPC 40.00x0.23 = 9.20 Say 9.00 cum
9
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Extra for providing and mixing water proofing material in cement conc. Work in doses by weight of cement as per manufacturer's specifications
5
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Making plinth protection 50 mm thick of cement conc. Conc. 1:3:6{1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominai size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed, consolidated and grouted with fine sand incl. Finishing the top smooth. 42.00x0.75 = 31.50 sqm say 32 sqm
32
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Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering-All work up to plinth level 1:1.5.3(1 cement;l.5 coarse sand:3 graded stone aggregate 20 mm nominal size) crushed. Foundations: cum F1: 2x2.00x2.00x0.20 = 9.80 2(2.002+0. 702)0.60/2 = 2.69 2x0.60x0.60x0.03 = 0.02 F2: 9x1.70x1.70x0.20 = 5.21 9(1.70°+0.70\0.55/2 = 8.36 9x0.60x0.60x0.10 = 0.32 Plinth Beams: 45.00x0.23x0.46 = 4.76 Ducts: 9.00x3.30x0.15 = 4.46 1.00x1.00x0.15 = 0.15 Total = 35.77 cum Say 36 cum
36
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Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc up to floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5.3(1 cement: 1.5 coarse sand 3 graded stone aggregate 20mm nominal size); Cum Columns: C1: 2x0.45x0.53x6.00 = 2.86 C2,C3: 9x0.30x0.45x6.00 = 7.29 Total = 10.15 cum say 10.00 cum
10
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree, landings balconies, shelves, chajjas, lintels, bands, plain window skills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with1:1.5.3(1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size). Cum Lintels: 36.00x0.23x0.23 = 1.90 Beams: G.F.: 57.00x0.23x0.30 = 3.93 5.50x0.45x0.45 = 1.11 F.F.: 52.00x0.23x0.30 = 3.59 Shelves: 7.00x0.55x0.08 = 0.31 Septic tank: 3.50x2.00x0.15 = 1.05 Water tank: 3.50x2.00x0.15 = 1.05 Roof Slab GF: 12.72x7.80x0.125 = 12.40 Total = 25.34 say 26 cum
26
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Centering and shuttering including strutting propping etc. and removal of forms work for foundation, footing ,bases of columns etc. Colum footings sqm F1 2x4x2.75x0.15=3.30 2x4x2.00x0.20.3.20 4x4x0.60x0.30=0.29 F2 9x4x1.83x0.15=989 9x4x170x0.20=12.24 9x4x0.60x0.10=2.16 Plinth Beams 45.00x2x0.54=48.60 Ducts 2x9.00(1.25+1.00)=40.50 (1.00x1.00+1.30X1.25)=2.63 Total = 123.00sqm
123
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Centring and shuttering including strutting propping etc and removal of forms for Suspended floors roots, landings balconies and access platform. Slabs sqm Septic tank: 1.53x3.05 = 4.67 Water tank: 1.53x3.05 = 4.67 Roof Stab GF = 99.22 Shelves: 9.00X0.55 = 3.85 Total = 112.14 sqm Say 113 sqm
113
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Centering and Shuttering including strutting propping etc and removal of form for lintels, Beams, plinth beams, girders, Bressumers and cantilevers. Sqm Lintel: 36.00(0.23+2x0.23) =24.84 Stair edge: 2x7.00x0.25 =3.50 Stair Riser: 1.05x4.50 =4.73 Beams : 109.00(0.23+2x0.30) =111.22 5.50(0.45+2x0.45) = 7.43 Total=130.97 Say = 131.00
131
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Centering and shuttering including strutting, propping etc and removal of form for Columns, pillars, piers, abutments, posts, and struts. Sqm Columns: C1: 2x2(0.45+0.53)6.00 = 23.52 C2:9x2(0.30+0.45)6.00 = 81.00 Total 104.52 sqm say 105.00 sqm
105
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Centering and shuttering including strutting, propping etc and removal of form for Edges of slabs and breaks in floors under 20 cm wide Metre OPC: 2x40.00 =80.00 Shelves: 2x7.00 = 14.00 Roof Slab GF: = 41.00 Total = 135.00 metre
135
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Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Thermo mechanically treated bars. Qntty. vide item 5= 1.00 cum Qntty. vide item 9= 36.00 cum Qntty. vide iter 10 = 10.00 cum Qntty. vide item 11 =26.00 cum Total = 73.00 cum @ 100kg/cum of conc. = 7300 kg
7300
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Brick work with F.P.S bricks of class designation7.5 in foundation and plinth in cement mortar 1:6 (1 cement: 6 coarse sand} Sqm Septic tank: 10.00x2.15 = 21.50 Water tank: 10.00x2.15 = 21.50 Walls GF: 31.50x3.75 =118.13 Walls FF: 31.50x2.90 = 91.35 Total = 252.48 sqm Deduct Openings: Doors D1: lxl.83x2.75 =5.03 D2: 2x1.00x2.15 =4.30 Windows: Wl = 4x1.83x2.00 = 14.64 W2 = 2x0.91x1.22 =2.22 W3= 2x1.83x1.40 =5.12 V 1= 2x1.83x0.60 =2.20 V = 3x0.90x0.45 =1.22 Total= 34.73 sqm Net area = 252.48-34.73 = 217.75 sqm Net volume= 217.75 x0.23 = 50.08 cum Say 50.00 cum
50
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Extra for brick work in superstructure above plinth level upto floor V levelQntty. vide item 18 = 50.00 cum
50
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Half brick masonry with bricks of class designation 75 in foundations and plinth in cement mortar 1:4 (1 cement: 4 coarse sand} Sqm Main building: Ground floor: 2.30x2.15 =4.95 First floor: 19.30x3.20 =61.76 Septic tank: 2x1.70x1.50 =5.10 Total =71.81 sqm Deduct openings: Doors D3: 3x0.76x2.15 = - 4.90 D4: 2x0.90x2.15 = -3.87 Net area = 71.81-4.90-3.87 = 63.04 sqm say 63.00 sqm
63
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Extra for brick masonry in superstructure above plinth level upto floor 5th level Qntty. vide item 20 = 63.00 sqm
63
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Providing and fixing anodized aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 of IS: 1285 anodized transparent or dyed to required shade according to ISL 1868 (minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clipsor with expansion hold fasteners including necessary filling up of gap at junctions, at top, bottom and sides with required PVC/ neoprene felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing/paneling, CP Brass/stainless steel screws, all complete as per architectural drawings and the directions and the directions of Engineer Incharge (including glazing paneling and fittings). Doors: sqm Doors D1: 1x1.83x2.75 = 5.03 D2: 2x1.00x2.15 = 4.30 D3: 3x0.76x2.15 = 4.90 D4: 2x0.90x2.15 = 3.87 Total = 18.10 Windows: W1 = 4x1.83x2.00 = 14.64 W2= 2x0.91x1.22 =2.22 W3=2x1.83x2.40 =5.12 V 1= 2xl.83x0.60 =2.20 V= 3x0.90x0.45 =1.22 Total = 25.40 G Total= 43.50 sqm Say 44 Sqm
44
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Providing and fixing anodized Aluminium grill of approved make conforming to IS733 of IS: 1285 anodized transparent or dyed to required shade according to ISL1868 (minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions at top, bottom Windows: Qntty vide item 22: =25.40 sqm @85% = 21.59 sqm say 22.00 sqm
22
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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 1:4(1 cement:4 coarse sand) 25mm thick Sqm G F. Hall: 9.75x6.10 = 59.48 Steps: 6.10x0.90 = 5.49 Stair hall: 2.52x6.32=15.93 Stair treads: 2.15x3.90 =8.39 FF Rooms: 9.75x4.12 = 40.17 Kitchens: 5.52x1.87=10.32 Passage: 12.72xl.22 = 15.51 2.52x3.20 =7.56 Total = 162.85 Deducts for duct area 1x9.00=9.00 Sqm Net Area = 153.85 Sqm say 154.00 sqm
154
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Kota stone slab 25 mm thick in risers of steps skirting, dado and pilars laid on 12mm (average) thick cement mortar 1:3 (1 cemant and 3 caorase sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. 20mm thick Sqm G F. Hall: 2(9.75+6.10)o.15= 4.76 Verandha : 12.0 x 0.15 =1.80 FF Rooms: (4x4.12 + 2x 9.75) 0.15 = 5.40 Kitchens: (4x1.90 + 2x 5.50)0.15 = 2.79 Passage: 22.00x0.15 =3.30 Stair risers : 1.05X3.90 = 4.10 Total = 25.81 Say 26 Sqm
26
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Extra for nosing in steps and treads of Kota Stone slab Steps . = 60.00 metre
60
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Providing and fixing 1st quality ceramic glazed tiles conforming to IS13753 of minimum thickness 5mm of approved make like NITCO, ORIENT, SOMANY KAJARIA make in all colour, shades except begundy, bottle green,black of any size as approved by Engineer in charge skirting, riser 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 # 3.3 kg per sqm including pointing if white cement mixed with pigment of Sqm Toilets: 1x2(2.30+1.07)2.15 = 14.49 2x2(1.94+1.87)1.70 = 25.90 Kitchens: (4x1.87 + 2x5.50)1.20 = 22.18 Total = 62.57 sqm say 63.00 sqm
63
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Providing and fixing ceramic glazed floor tiles 300x300mm(thickness to be specified by the manufactures) of 1st quality conforming of ls: 13755 of NITCO, ORIENT, SOMANY, KAJARIA make in colour such as White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of cement mortar 1:4(1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment etc. Complete Sqm Toilets: 1x2.30x1.07 =2.46 2x1.94x1.87 = 7.25 Total = 9.71 sqm say 10 sqm
10
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Structural Steel work welded in built up sections, truss and framed work including cutting hoisting, fixing in position and applying a priming coat of approve steel primer using structural steel etc are required. Roof trusses: ISA 50*50*6 mm 170 m @ 4.50 kg/m = 765 kg Purlins & Rafters: ISMC 125*65 mm 160 m @ 12. 70 kg/m = 2032 kg Total = 2797 kg Add for Gussats, Cleats and Base Plates: @5% =140 kz Total = 2937 kg Add for unforeseen/miscellaneous items: @5% = 147 kg G. Total = 3084 kg Say 3100 kg
3100
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Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I limpet washers or limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required: 0.63 mm thick with zinc coating not less than 275 gm/sqm Roof: 13.30x8.50 = 113.05 say 113 sqm
113
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Providing ridges or hips of 60 cm overall width plain G sheets fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/sqm Qntty = 13.30 rm
13
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Providing and fixing on w face un plasticized -Rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS5382 leaving10mm gap for thermal expansion (i) Single socketed pipes 75mm diameter
20
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Providing and fixing on w face un plasticized -Rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS5382 leaving10mm gap for thermal expansion (i) Single socketed pipes110mm diameter
120
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Providing and fixing on wall face unplasticised PVC moulded fittings/ accessories for un-plasticised - Rigid PVC rain water pipes conforming to IS: 13592 inculding jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion Coupler 110mm
8
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Single tree with door 110x110x110mm
8
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Bend 87.5* 110mm bend
8
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Shoe {Plain) 100mm shoe
6
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Providing and fixing un plasticized PVC Pipe clips and approved design to un plasticized PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with MS screws of required length length including cutting brick work and fixing in cement mortar 1:4(1 cement: 4 coarse sand) and making good the wall etc complete 110mm
50
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12mm cement plaster of mix 1;6 1 cement:6 fine sand) Total wall surface vide item Sqm Septic tank: 1x 10.00x2.15 = 21.50 Water tank: lx 10.00x2.15 = 21.50 Walls full brick: 2(252.48- 34.73/2) = 470.23 Walls half brick: 2(71.81-8. 77/2) = 134.85 Edges of slabs: (41.00)0.22 = 9.02 Stair: 7.00x0.22 = 1.54 Total= 686.42 12 mm plaster: 686.42/2 = 343.21 sqm Say 344 sqm
344
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15mm cement plaster of mix 1:6(1 cement:6 fine sand) Qntty vide item 35 = 344 sqm
344
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6mm cement plaster to ceiling of mix1:3(1cement: 3 fine sand) Qntty vide item 13= 113.00 sqm
113
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Finishing walls with water proofing cement paint of required shade New work (two or more coats applied @3.84 kg/10 sqm) Sqm External Walls: 38.60x7.54 = 291.04 Deduct openings: Doors DI: 1x1.832.75 =5.03 D2: 2x1.002.15 =4.30 D3: 1x0.752.15 =1.63 Windows: Wl = 4x1.83x2.00 = 14.64 W2 = 2x0.91x1.22 =2.22 W3= 2x1.83x1.40 =5.12 V 1= 2x1.83x0.60 =2.20 V = 3x0.90xO.45 =1.22 Total = 36.34 Net Area = 291.04 - 36.34/2 = 272.87 sqm Say 273 sqm
273
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Distempering with first quality acrylic washable(readymade) having VOC content less than 50 gms/litrs of approved manufacture and of required shade/colour complete as per manufacturer's specifications-two or more coats on new work. Total area: Vide item 48&49: 688.00 sqm Vide item 50: 113.00 sgm Total = 801.00 sqm Less vide item 51 = 273.00 sqm Net area = 801.00-273.00 = 583.00 sqm
528
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Providing and fixing water closet squatting pan (Indian type WC Pan) with100mm sand cast iron P or S trap, 10 litre low level white PVC flushing cistern with manually controlled device (handle lever} conforming to IS: 7231, Parry ware/Hind ware/Seabird/Orient(Coral)/Hindustan/Cera with all fittings an fixtures complete including cutting and making good the walls and floors wherever required. White vitreous China Orissa PatternWC pan of size 580x440mm with internal type foot rests. 3 nos.
3
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Providing and fixing wash basin with CI/MS brackets 15mm C p Brass pillar taps, 32mm CP Brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. Wash basin size 630x450mm with a single15mm CP Brass pillars taps
3
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Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fitting complete 32mm dia flexible pipe
5
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Providing and fixing100mm Stainless Steel grating for gully, floor or Nahani trap
8
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Providing and fixing 600x450mm beveled edge mirror of superior glass(of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete.
3
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Providing and fixing PVC terminal guard 100mm
7
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Providing and fixing trap of self cleansing design with screwed down or hinge grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100mm inlet and 100mm outlet
7
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Providing and fixing PTMT towel ring trapezoidal shape 215mm long, wide with a minimum distance of 37mm from wall face with concealed fittings arrangements of approved quality and colour weighing not less than 88 gm
4
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Providing and fixing GI Pipes complete with GI fittings and clamps, including cutting and making good the walls 15 mm dia. nominal bore
15
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Providing and fixing GI Pipes complete with GI fittings and clamps, including cutting and making good the walls 20 mm dia. nominal bore
30
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Providing and fixing ball valve (brass) of approved quality complete 20mm nominal bore
5
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Providing and fixing un-plasticized PVC connection pipe with brass unions 15mm bore, 45 cm long
9
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Providing and fixing CP brass shower rose with 15 mm inlet150 mm dia.
3
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Providing and fixing CP brass bib cock of approved quality conforming to IS 8931 15mm nominal bore
9
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Providing and fixing CP Stop cock(concealed of standard design and of approved make conforming to IS: 8931 a)15mm nominal bore
4
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Providing and fixing C.P brass angle valve for basin mixer and geyser points of approved make conforming to IS 8931 a)15mm nominal bore
11
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Providing and fixing C.P brass soap dish
4
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Providing and placing on terrace polyethylene water storage tank 151:1270 marked indicating the BIS Licence No. With cover an suitable locking arrangements and making necessary holes for inlet, outlet and overflow pipes but without fittings and base support for tank. 2x1000 = 2000 lit
2000
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Providing laying and jointing glazed Stoneware Pipes grades A with stiff mixture of cement mortar in proportion of 1:1 (1 cement: 1 fine sand) incl. testing of joints etc. Complete and Laying in position cement concrete 1:5:110(1 cement:5 coarse sand:10 graded stone aggregate 40 mm nominal size around pipe incl. Bedcon As per standard design.-1.50 mm pipes- 150 mm dia.
40
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Providing and Laying in position cement concrete 1:5:10(1 cement:5 coarse sand:10 graded stone aggregate 40 mm nominal size) around pipes incl. Bed conc. As per standard design.-150 mm pipes
40
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Constructing brick masonry manhole in cement mortar 1:4(1 cement: 4 coarse sand) ) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 (1 cement: 4 fine sand: 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3(1 cement: 3 coarse sand) finished smooth with a floating coat of neat cement arid making channels in cement cone. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40mm nominal size) finished with a floating coat of neat cement complete as per standard design. Inside size 80x90 cm and 45 cm deep incl. C.I cover with frame (Light duty} 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of and weight of frame 15 kg) With FPS bricks with class designation 75 8 and with Crushed stone aggregate.
8
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Making Soak Pit 2.50 m dia. 3.00 m deep with 45x45 cm dry honeycomb shaft with bricks of class designation 75 and SW drain pipe 100 mm dia. 1.80 m long complete as per standard design. With FPS bricks
2
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Providing and installing water lift pump 1 HP incl. all accessories
1
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Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc are required. In gratings, frames, guard bar, ladders, railings, brackets, grates and similar works IS Angle: 50x5OxS mm Ducts: mtr. Cable supports: 20x1.30 = 26.00 10x0.53 = 5.30 Cover base: 2(8.00+4.00) = 24.00 Precast covers: 32x1.10 = 32.00 Total = 87.30 mtr @4.56 kg/mtr = 398.08 kg Railings: 20.00x0.90 = 18.00 sqm @ 20 kg/sqm = 360.00 kg Total = 398.08+360.00 = 758.08 kg say 800 kg
800
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Providing and fixing gang saw cut mirror polished(pre moulded and pre polished), machine cut for kitchen platform of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement: 4 coarse sand) and joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels Green Marble: 18 mm Kitchen: 2x2.42x0.60 = 2.90 sqm Say 3 sqm
3
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Providing and fixing Salem Stainless Steel A ISI 304(18/8) kitchen sink as per IS13983 with Cl Brackets, and Stainless Steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required. 600x460mm bowl depth 200 mm
2
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on newwork Railings:2x1.00x56.00x0.90=100.80sqm Say 100 Sqm
100
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Providing and Fixing of Light/ Fan Points with modular switches, sockets and wiring as per standard requirements complete.
40
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Providing and Fixing of LED energy efficient Tube lights fittings complete.
20
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Providing and fixing of 4 nos ceiling fans. (Bajaj/Havels/Usha)
8
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Providing and Fixing of Power Points with modular switches, sockets and wiring as per standard requirements complete .
10
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33/11 kV Power Transformer Foundation(20 cum) 1:2:4 cc (3m x 3m x 3 m) including Rail track.
1
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33 kV Equipment Foundation & Gantry foundation (40 cum)1:2:4 cc
1
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Earthing Mat (GI Flat 50 mm x8 mm)
2
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GI Earthing Electrode (40 mm dia x3 metre) through GI strip
1
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33 KV Yard Concreting with 1: 4 :8 with 20 mm nominal stone aggregate 4 inch thick & RCC 1 :2 :4 with 20 mm nominal stone aggregate 4 " thick. With earthing pits for water etc.
1
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33 kV Yard Lighting ( 100 Wt Leds on 9 mtr PCC poles) complete with earting , cement bottomingGI brackets, control box , cable etc.
8
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Tool kit
2
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Rubber Mats( 2 mtr x 2 mtr x 25 mm)
8
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Main Gate
1
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RainCoats
40
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Digital Meggar 5000 mega Ohm
30
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Emergency light/ Torch 5 Watt chargeable
30
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Multimeter
30
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Extendable Aluminium Ladder 25 feet
4
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Aluminium Bus Bar 75 x 6 mm
15
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GI Flat 50 x 6 mm and 20 x 5 mm for risers and earthing of cable trenches and yard fencing.
1.2
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Earthing Rod (set of 3)
6
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Construction of approach path by Way of Cement concreteing/ Interlocking tiles etc.
50
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SITC for ERECTION OF 33 kV LINE ON 11 METER ST POLES (27 ckt KM approx)
-
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Supply, Transportation, Erection of 11 Mtr Long ST Poles (ST410-SP56) including excavation of pit and back filling of soil & consolidating by ramming, watering etc.
513
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GI Channel iron X-arm of different sizes including clamps,Ties and braces for multi pole structures
4320
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GI Channel iron V cross-arm with top bracket of different sizes including clamps,Ties and braces for single pole structures
11475
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33kV Polymeric composite Pin Insulator 36kV, 10kN, Lighting Impulse 170kV Positive and 180kV Negative, creepage distance 900mm
1539
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33kV Polymeric composite Disc Insulator 36kV,min failing load 70kN, Lighting Impulse 170kV Positive and 180kV Negative, creepage distance 900mm
324
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PG clamps for 100 mm2 ACSR Conductor
513
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Galvinized Nuts and Bolts
513
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Danger Plates with Clamps
513
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Anti-Climbing Device with Clamps
513
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Earthing Complete by GI Pipe 40 mm or GI Rod 20mm 2.5mtr long through GI Strip.
513
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Painting of Poles with Red Oxide and aluminium paint (min 2 coats each)
513
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Cement bottoming 1:2:4 mix as per REC standards .6cum/pole (to be done during erection of poles)
513
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Galvanised Stay Set with 50 x 8 mm stay clamp, guy insulator(2Nos.), anchor plate (300x 300 x 8 mm), nut-bolts, 2 Nos turn-buckles, 1.8m long, 20 mm diameter solid GS stay rod & 7/4.00 mm dia GI stranded wire complete
135
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100 mm2 ACSR conductor
83.43
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Guard netting
108
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Manning and Operation charges of 33 KV Receiving station Damnote( 24 x 7)by way of providing adequate Manpower per Shift for 2 years.
1
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Creation of Isolation points along the line by way of 33 KV Isolators without earthing blades on ST 11 Mtr Poles and MS Steel etc. Complete job.
4
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