Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Survey Works
Eprocure
Opening Date5 May 2021
Closing Date19 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 5,04,039Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HPSEB_47138_1Bid Award Id
ViewTender No
NIT 03 2021-22Tender Authority
Himachal Pradesh State Electricity Board Limited ViewPurchaser Address
-Website
http://www.hpseb.in
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Documents
BOQ Items
33KV Switchgear & Allied Equipment:with 1 No. 33 KV Incomer
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33 KV Control and Relay (CR) Panel (with numeric differencial Relay, IEC 61850)
2
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33 KV Control and Relay (CR) Panel (33 Kv incomer Bus) (Numeric Relay, IEC 61850)
1
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33 KV VCB (36 kV, 1250A, 26.2 kA, outdour Type
3
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33 KV Isolator (800A, 25kA, with earth switch) with structure
1
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33 KV Isolator (800A, 25 kA, without earth switch) with structure
7
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33 KV LA / Surge Arrester (30 kV, 10KA, Station class, ZnO, Porcelain)
12
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(i)33 KV Current Transformer (33 kV, 1 Φ, Multi Ratio Multi Core, Outdoor) (1 No. per Φ) with CT ratio 400-200/1-1-1-1 A
3
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(i)33 KV Current Transformer (33 kV, 1 Φ, Multi Ratio Multi Core, Outdoor) (1 No. per Φ) with CT ratio 200-100/1-1-1-1 A
6
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33 KV Potential Transformer (33 kV/110 V, 1Φ, Multi-Core, Outdoor), (1No. per Φ)
3
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33 kV Drop Out Fuse Unit (33 kV, Expulsion)
1
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11 KV Switchgear and Allied Equipment2 No.incomer Bus.
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11 Kv incommer Bus: Control and Relay (CR) Panel with VCB (12 kV, 1250 Amp, 25 kA)[ Numeric relay, IEC 61850]
2
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11 KV Bus Coupler: C&R Panel with VCB (12KV, 1250A, 25 kA) Numeric Relay, IEC 61850
1
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11 kV Incomer Bus: Potential Transformer (11 kV/110V, 3Φ, Indoor)
2
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11 kV LA/ Surge Arrester (9 KV, 10kA,Station Class, ZnO, Porcelain, Outdoor)
6
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11 kV Cable (11 kV, 400 mm², XLPE, Three Core, Armoured) {Transformer to 11 kV Bus} {50m+ Spare- 200m}
200
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11 kV Cable Termination Kit (400 mm², Outdoor)
2
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11 kV Cable Termination Kit (400 mm², Indoor)
2
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11 kV Switchgear and Allied equipment: Outgoing Feeder
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11 kv outgoing feeder: Control and Relay (CR) Panel with VCB indoor (12KV, 1250A, 25KA) including CT
4
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11 KV Isolator (12 KV, 630 A, 25 kA, with Earth Switch, Outdoor)
2
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11 KV LA / Surge Arrester (9 kV, 10kA, Station Class, ZnO, Porcelain, Outdoor)
6
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11 KV Cable (11 kV, 185 mm², XLPE, Three Core, Armoured) {Busbar VCB to Isolator} {50m+ Spare- 50m}
150
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11 KV Cable Termination Kit (185 mm², Outdoor)
4
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11 KV Cable Termination Kit (185 mm², Indoor)
4
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L T Cable(1.1KV, 3.5Core, 70 mm2) {from Station Tfr}
150
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General Equipment
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Battery Bank with Battery Charger (15 No x 2V Cell, Lead Acid, 30 V, 100 AH)
1
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Distribution Panel (30V, DC)
1
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Distribution Panel (415 V, AC)
1
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SUPERSTRUCTURE & BUSBAR
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33 kV super structure & busbar
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Erection of R.S. Joist:-
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(a) R.S. Joists, size 12,800x225x150 mm 15 supports i.e. (15x12.8x37.3) = 7161.60 kg say 7.16 MT
7.16
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(b) R.S. Joists, size 4200x225x150 mm supports for lightening arrester differential CT's (10x37.3x4.2) = 1566.60 kg say 1.57 MT
1.57
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(c) M.S. 16 mm dia foundation Bolts with washers and nuts etc. @ 4.00 Kg per Structure = 15x4 = 60.00 Kg.
60
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(d) M.S. channel Iron 125x65 mm, X-arm @13.1 kg/m at
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(i) 22.25 Mtr. long = 8 No. = 22.25x8 = 178.00 Mtrs.
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(ii) 7.125 Mtr. long = 20 No. = 7.125x20 = 142.50 Mtrs.
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(ii) 4.50 Mtr. long = 8 No. = 4.50x8 = 36.00 Mtrs.
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(ii) 0.750 Mtr. long = 40 No. = 4.50x40 = 30.00 Mtrs.
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Total = 178.00 + 142.50 + 36.00+ 140.00 = 386.50 Mtrs.
386.5
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(f) M.S. angle iron 65x65 X-arm @ 5.8 kg/m & 5% wastage for body supports belt of station transformer
12
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(g) Nuts & Bolts with Washers off sizes
60
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B BUS-BAR
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(i) 3 Disc insulators Tension String complete with fitting
51
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(ii) ACSR conductor 150 mm² at 10 % wastage
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(8x4.5+1x3.5)x3x1.1= 130.35 say 130.35 Mtrs.
130.35
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For jumpers at 2 m average
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25 sets i.e. 2x3x25x1.1= 165.00 Mtr.
165
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(iii) Tee connections
24
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(iv) PG clamps
48
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11 KV Super Structure & Busbar
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SUPPORTS
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(i) Steel tubular pole with base plate 11 m long for 2 Nos. out going Feeder
3
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(ii) RCC muffs & concreting thereof for 2 Nos. out going Feeder
3
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B CROSS ARMS
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(i) 4.40 m long M.S. Channel Iron 100X50X6 mm 9.56 kg/m Cross arms for Sub-Station With 7 nos. out going Feeder @ 6 Nos. per Feeder = 2x6x4.40 = 52.80 Mtrs.
52.8
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(ii) M.S. Angle Iron 50X50X6 mm 4.5 kg/m Cross arms for Sub-Station With 2 nos. out going Feeder(4.40x3 + 5.33x2 = 23.86 Mtrs.) = 2x23.86 = 47.72 Mtrs.
47.72
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(iii) M.S. Half Clamps with nuts & bolts for S/Stn with 2 nos. out going Feeder @ 2 Nos. per feeder = 2x2 = 4 Nos.
4
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(iii) M.S. Full Clamps with nuts & bolts for S/Stn with 2 nos. out going Feeder @ 8 Nos. per feeder = 2x8 = 48Nos.
16
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C BUS-BAR
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(i) Single insulators tension string for S/Stn with 2 Nos. out going Feeder @ 3 Nos. per feeder = 2x3 = 6 Nos.
6
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(ii) ACSR 200 mm² Conductor for 6 Nos. out going Feeder
100
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(iii) 11 KV Disc Insulator sets ( comprising 1 No. Disc: ^^ (Porcelain, BS,12 KV, 90KN) i/c Dead End Clamps etc.) x (3 Nos. Conductors) for 2 Nos. feeder = 2x3 = 6 Nos.
6
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(iv) Clamps for 1 No. Out going feeder @ 6 Nos.: For 2 Nos. out going Feeder = 2x6 = 12 Nos.
12
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EARTHING ( Layout of Earthmat for 33/11 KV Sub-Station with 02 Nos. Power Tfr.)
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(i) M.S. Flat 50x6 mm for ground mat including 5% wastage & weighting 2.40 Kg/mtr (31x15+9x5) x1.05 = 535.50 Mtrs.= 535.50x2.40 = 1285.20 Kg say 1.285 MT.
1.29
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(ii) Earthing pipe Electrode
16
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(iii) M.S. Plates 150x150x6 mm for two connections @ 1.13 Kg = 1.13x16 = 18.08 kg.
18.08
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(iv) M.S. Flat 50x6 mm for connection with mat to mat @ 4.80 Kg = 4.80x16 = 76.80 Kg.
76.8
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(v) Nuts & Bolts galvanized 16 mm dia, 50 mm long @ 0.500 Kg = 0.500x16 = 8.00 Kg.
8
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(vi) Chequred Plate cover 500x500x6 mm i.e. 11.80 Kg = 11.80x16 = 188.80 Kg.
188.8
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iii) 20 mm round, 3.00 Mtrs. long & weighting 2.47 Kg./mtr 10 Nos. Electrode = 10x3x2.47 = 74.10 Kg.
74
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Earthing of 33 KV yard & equipment & 22 KV or 11KV panels M.S. flat 50x6 mm,weight 2.4 kg/mtr At 5% wastage:-
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(i) For 3 Nos. Transformer earthing at 3 points (body & neutral) at 10 Mtr Each (3x10) 1.05= 31.5*2=63 Mtr.
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(ii) For 3 Sets of LA's at 4.20 Mtr each 4.2 x1.05 = 8.82*2=17.64 Mtr.
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(iii) For 15 Nos.33 KV Super Structure at 11.50 Mtr each =15x11.50x1.05 =173.25 Mtrs.
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(iv) For 12 Nos. VCB & CT body earthing at 10 Mtrs Each (12x10)x1.05= 126.00 Mtrs.
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Total (i + ii + iii + iv) = 379.89 Mtrs, i.e. 380 Mtrs x 2.40 = 912 K.g =0.912 MT
0.91
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(vi) GI wire No. 6 SWG for screening etc.
32
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(vii) Eye block for screening
15
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(viii) Turnbuckle for Screening
8
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Yard Lighting For 33/11 KV Sub-Station
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(i) 9.00 mtr, Steel Tubular poles with base plate for yard lighting
5
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(ii) 18 W LED Lamp complete with fittings
10
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(iii) Post Erection for gate
4
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(iv) Clamps for GI pipe bracket
20
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(v) Underground cable 16 mm² for yard lighting
220
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(vi) PVC cable size 6 mm² for connecting LED lamp supply
75
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(vii) Junction box i/c MCCB and other allied material
10
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Control Cables For 33/11 Kv Sub-Station Indoor Type Switchgear
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2x2.5 mm² control cable
303
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4x2.5 mm² control cable
150
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12x2.5 mm² control cable
63
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3.5 core 95 mm² aluminium cable suitable for 415 V, AC
55
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Fire Fighting System
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ABC Type(Portable, Dry Chemical, 9 kg)
6
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ABC Type(Portable, Dry Chemical, 25 kg)
1
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Mechanical Foam Type with Trolly 50 Kg
1
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Fire Bucket along with stand (4 Bucket)
1
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Cost of Telecommunication Facilities
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Sub-Station Automatic System (SAS) Complete with harware SCADA functionality and with 1 no Remote Sensor with GSM Communication of make ABB/Siemens/Alstom/ER L/Ashida For Sub-Station with Industrial grade Data Concentrator with adequate input Ports/ slots for connectivity with 4G SIM Cards, OFC backbone cables, RS-232/485 on Modbus protocol for Energy Meters, and Ethernet Port for Reclosers (IEC 104 Protocol) and output on IEC 61850 for connecting with remote substation automation System (SAS)and Cat 6 e Ethernet cable/patch cords with connectors of reputed make along with 1no.Computer (Latest Version) System & Laptop including UPS, Printers computer furniture for local configuration, manitenence and operationsany with complete accessories required for connecting with Static IP Internet Leased Line
1
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A Wooven Mesh fencing
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Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ) 50% each
8.75
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Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth
9.43
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Steel work in single section i/c cutting, hoisting, fixing in position and applying a priming coat of red paint in R.S. joists, channels, angles etc.
21.33
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Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level :
107.51
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Supply and fixing wovenplane G I wire fencing of mesh 50mm to 150mm to any type of standard rails, straining bolts.etc. including provision of binding wire staples etc.
274.8
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P/F M.S pressed butt hinges with necessary screws -75 x 47 x 1.70mm
6
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Providing & fixing oxidized M.S. sliding door bolt with bolts and nuts, screws etc. complete (Size 250x16mm)
2
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B 33 KV CT/PT foundation
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
34.56
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.73
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P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
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(a) Foundation footing bases of clumns and the like.
13.23
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
661.33
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
55.53
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C 33 KV VCB foundation
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
21.84
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.04
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P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
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(a) Foundation footing bases of columns and the like.
8.06
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
402.75
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
25.2
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D Cable Trenches with R.C.C. Covers
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. (PW/JW 50%.)
123.42
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth:
7.56
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Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Foundation and plinth
59.17
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Steel work welded in built up section trusses and framed work including cutting hoisting fixing in position and applying a priming coat of real lead paint in single sections completed of rolled steel
11.9
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Providing mild steel/tor steel reinforcement for R.C.C work including bending, binding and placing in position complete up to floor two level.
4572.75
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Painting two coat (excluding priming cost on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt,dust and other foregin matters
51.13
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Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Foundation, footings basis of columns etc. and mass concrete.
424.97
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E 3.15 MVA Transformer foundation
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
19.25
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.93
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P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete excluding cost of form work and reinforcement for RCC work.
-
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(a) Foundation footing bases of clumns and the like.
33.4
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
1669.95
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
33.27
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Steel work welded in built up section trusses and framed work inclduing cutting hoisting fixing in position and applying a priming coat of real lead paint in beams joists channels angles teen flates with connecting plates or angle cleats in mair and cross beams hips etc.
0.85
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Station Transformer Bed at 33/11 KV Sub station
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Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ). 50% each
1.96
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Providing & laying cement concrete 1:3:6 (1 cement:3 Sand: 6 graded Stone aggregate 40mm nominal size) & curing complete excluding cost of form work in Foundation & Plinth.
0.39
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Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth
4.03
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Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc.In (i) vertical surface such as walls (any thickness) partitions and the like.
13.44
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Concrete Pavement for proposed 33/11KV Sub-station
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. (PW/JW work 50%)
62
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P/L C.C. 1:5:10 (1 cement : 5 sand : 10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth
33
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P/L C.C. 1:3:6 (1 cement : 3 sand : 6 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth
1.2
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P/L C.C. 1:2:4 (1 cement : 2 sand : 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth
31.5
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering shuttering strutting and propping etc and removal of the same for insite renforced concrete and plain concrete in -vertical surface such as walls partition and the like.
50
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H Providing & spreading of coursed sand & crushed hard stone aggregrade 20 mm nomonal size in 33/11 KV yard
-
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Excavation in foundation trenches etc.in earth workleft upto 1.5 mtrs stucing the excavation & oil level disposal of all excavation earth upto 20 mtrs level- pick work
67.5
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Providing and filling of course sand layer in 5 cm thickness in 33/11 KV Yard & capicitor Bank of Sub-Stn. Namhol i/c supplying loading unloading complete
22.5
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Spreading of 10 cm thick top layer of crushed hard stone aggregate 20 mm nomonal size i/c supplying loading unloading complete
45
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Providing & sprinkling of medicine CRAMOXONE to reduce the groth of grass ex reduce the huge quantity of grass
4
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R.S Joist foundation
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
64.93
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
2.05
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-
P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
-
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(a) Foundation footing bases of clumns and the like.
18.95
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
624.6
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
101.4
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J Control Room building at 33/11 KV Sub Station
-
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Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.(PW40%,JW40%,SR20%)
102.74
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Providing & laying cement concrete 1:3:6 (1 cement:3 Sand: 6 graded Stone aggregate 40mm nominal size) & curing complete excluding cost of form work in Foundation & Plinth.
19.91
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Random rubble masonry/polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1cement:6 sand)
13.13
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Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:5 (1 Cement : 5 Sand) Second Class Bricks
24.2
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Half brick masonry in common burnt clay building bricks in Cement Mortar 1:4 (1 cement:4 sand) Second Class Bricks
56.79
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Providing and fixing anodised aluminium work for door, window, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawlplugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleast angle, aluminium, snap beading for glazinge/panelling C.P. brass/stainless steel screws. All complete as per architectural drawings and the directions of Engineer-In-Charge. For doors windows and ventilatiors and glazed partitions frames.
1326.11
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P/F galezing in aluminium doors windows,ventilators shutters and partitions etc with PVc/ Neoprens gaskets etc. Complete as per the archtectural drawings and the direction of Engineer in charge ( cost of Aluminium snap beading shall be paid in basic item): glazing with glass panes of 4mm thickness (weight not less than 10.00 kg/sqm.
38.99
-
-
Extra for P/F galvenised M.S wire gauge of I.S gauge designation No 140 g to door windows and clearstory windows with wire of dia 0.71 mm instead of I.S gauge designation No 85 g with wire of dia 0.56 mm.
27.18
-
-
Applying priming coat over new steel & other metal surfaces after& including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes fine steel wool scrapers and sand paper complete.With ready mixed priming paint brushing red lead,Red-oxide/zincoxide chrome.
32.75
-
-
Painting two costs (excluding priming cost on new steel and other metal surfaces eith enamel paint
brushin to give an even shade including cleaning the surface of all dirt,dust and other foregin
matters-Enamel paint other than white
32.75
-
-
Boulder filling dry hand packed tightly in wire crates vertical bunds with sloping face (wire crates to be measured separately)
18.78
-
-
20mm Cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:5 (1Cement:5 Sand).
426.99
-
-
6 mm thick plaster to ceiling with cement mortar1:3(1 cement:3 Sand)
156.31
-
-
Kota stone slab flooring 20 mm(average) thick base of cement mortor 1:4 (1 cement :4 sand) laidover and jointed with grey cement slurry mixed with pigment to match the shade of the slab. Including rubbing and polishing complete.
133.27
-
-
Providing and laying Duro stone vetrified tiles (300x300mmx8mm) in grey/coloured of required shade in skirting risers of steps and dados on 12mm thick cement mortar 1:3 (1 cement : 3 sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed
with pigment of required shade to match the shade of tiles complete.
66.49
-
-
Applying priming coat on new concrete/masonry/asbestos cement/plastered surfaces after and including preparing the surface by thoroughly cleaning oil,grease,dirt and other foreign matter and sand papering as required with :Readymixed primer
583.3
-
-
Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete.
583.3
-
-
a) Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:Foundation, footings basis of columns etc. and mass concrete.
65.17
-
-
b) Flat surfaces such as soffits of suspended floors, roofs, landings and the like.-Floors etc.upto 200mm. In thickness.
447.67
-
-
Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Foundation and plinth
-
-
-
Foundation, footings basis of columns etc. and mass concrete.
15.18
-
-
Suspended Floor roofs, landing and shelves and their support balconies,beams,girders,bressumers and contilever upto floor two level
58.03
-
-
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and
placing in position complete upto floor two level :
8418.89
-
-
Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with
M.S. Flats, square or round bars with round headed bolts and nuts or by screws.-Plain grill.
267.58
-
-
Providing under layer for plinth protection of 75mm thick (unconsolidated) bed dry brick/stone aggregated 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground.
36.38
-
-
Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 Cement : 3 Sand : 6 Graded stone aggregated 20mm nominal size)
36.38
-
-
Constructing Course rubble hammer dressed 'U' shape open surface drain with side wall. 15x22 cm in cement mortar 1:6 (1 Cement : 6 Sand) and inside plastring with cement plaster 1:3 (1 Cement:3 Sand) including earth work and laying 10 cm cement concrete in 1:5:10 (1 Cement : 5 Sand : 10 graded stone aggregate) of 40 mm nominal size) and 7.5 cm cement concrete 1:2:4 (1 Cement : 2 Sand : 4 Graded stone aggregate of 20 mm nominal size) and finished with a floating coat of neat cement complete as per standard design.
65.64
-
-
Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc. complete.250x16mm
5
-
-
Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc. complete. 150x10mm
114
-
-
Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. complete.125 mm
122
-
-
Providing and fixing M.S hooks and eyes.200mm
110
-
-
Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm diameter bolts & nuts and wooden plugs and embeding in cement concrete block 30x10x15cm. 1:3:6 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size)
62
-
-
Supplying and fixing rolling shutters of approved make made of 80 mm X 1.25mm M.S laths interlocked together through their entire length and joined together at the end by end locks mounted on specially designed pipe shaft,with brackets side guides and arrangements for inside and outside locking with push pull operation complete but excluding the cost of the top cover and spring.: Shutters having width below 3.5 metres.
12
-
-
K Septic Tank along with soak pit, W.S, S.I
-
-
-
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.(PW50%,JW50%)
47.37
-
-
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in:Foundations and plinth:
2.7
-
-
Brick work using common burnt clay building bricks in foundation and plinth in Cement Mortar 1:5 (1 Cement : 5 Sand) Second Class Bricks
13.21
-
-
Providing form work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:-Floors etc. upto 200mm in thickness:
19.17
-
-
15mm cement plaster in single coat on fair side of brick/concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles,chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth. Cement Mortar 1:5 (1Cement:5 Sand).
19.6
-
-
Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Suspended Floor roofs, landing and shelves and their support balconies, beams, girders,bressumers and contilever upto floor two level
2.6
-
-
Providing Tor Steel/mild steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level- Tor Steel.
259.97
-
-
Suppliying cast iron cover without frame for manholes:For frame of internal dimension 455mmx610mm rectangular C.I. cover (light duty single seal pattern-1) the weight of cover to be not less than 23kg.
3
-
-
Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete.:- 110mm nominal size
60
-
-
Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete.-110 mm dia.
20
-
-
Providing and fixing C.I Cowl
1
-
-
Boulder filling dry hand packed tightly in wire crates vertical bunds with sloping face (wire crates to be measured separately)
6.59
-
-
Constructing manhole with R.C.C. top slab in 1:@:4 mix in 1 cement:2sand:4 graded stone aggregate 20mm nominal size) foundation concrete1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size) inside plastering 15mm thick with cement mortar 1:3(1cement 3sand) finished with a floating coat of neat cement & making channels in concrete 1:2:4 mix(1cement:2sand:4graded stone aggregate 20mm nominal size) finished smooth complete i/c curing & testing:
-
-
-
Inside size 800mm x 800mm and 500mm deep including C.I cover with frame. (Light duty single seal pattern - 1) 455 mmx610mm internal dimensions total weight of cover and frame to be not less than 38kg . (weight of cover 23 kg and weight of frane 15 kg.)-With 200mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (1 cement : 3 sand).
4
-
-
Providing and fixing vitreous China wash down,water closet (European type. W.C. pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1(1 cement : 1 sand) (Seat and over to be measured and paid for separately):-Ordinary closet
1
-
-
Providing and fixing vitreous China wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings:-Circular 460mm dia (countertop)
1
-
-
Providing and fixing vitreous China padedstal for wash basin complete recessed at the back for the reception of pipes and fittings .
1
-
-
Providing and fixing C.P Brass bib tap with Capstan head-15mm dia
3
-
-
Providing and fixing C.P Brass pillar tap with Capstan head-15mm dia
1
-
-
Providing and fixing c.p. brass angle valve 15mm without Nuts and pipe.
3
-
-
Providing and fixing PTMT Coloured / white automatic flushing cistern with a pair of PVC / C.I. or M.S. bracket complete with fittings including PVC syphonic apparatus, mosquito proof lid, PVC union and coupling .-5 litres net capacity.
1
-
-
Providing and fixing C.P. connection pipe with brass unions :- 45cm length-15mm nominal bore
3
-
-
Providing and fixing PVC water storage tank of ISI : 12701 marked,G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting upto all heights above ground level :-1000 litres net capacity tank
1
-
-
Providing and fixing cast iron floor trap of self cleaning desion with sand cast iron screwed down or hinged grating with out vent arn complete including cost of cutting and making goods the walls and floors :- 100mm nominal diameter
3
-
-
Providing and fixing PVC 'P' or 'S' trap for water closet (squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. -110mm
1
-
-
Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) tube fitting and clamps including making good the wall, ceiling and floor:-15mm nominal bore
35
-
-
Providing and fixing brass full way valve with wheel:-15mm nominal bor
2
-
-
Providing and fixing 600mm x 450 mm bevelled edge miror of superior glass mounted on 6mm thick A.C. Sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers.
1
-
-
Providing and fixing chromium plated brass soap dish with C.P. Brass brackets fixed to wooden cleats with C.P. Brass screws :-
1
-
-
Providing and fixing plastic seat (Solid / Hollow type) and cover for wash down water closet with C.P. Brass hinges and rubber buffers :
1
-
-
Providing and fixing PTMT jet spray of approved quality and colour with one metre tube.
1
-
-
Steel work welded in built up sections,trusses and framed work,including cutting ,hoisting,fixing in position and applying a priming coat of red lead paint In gratings framed guard bars,ladders, railling,brackets and similar works.
0.39
-
-
Providing and fixing stainless steel kitchen sink of approved standard ISI make with drain board and C.P. waste with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fitting.-610 x460 mm with boul depth 200 mm.
1
-
-
L Providing E.I. wiring
-
-
-
Wiring for light point / fan point / exhaust fan /call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required.
-
-
-
Group C.
29
-
-
Supplying and fixing following rating Piano-type switch /socket on the existing switch box / cover including connections etc. as required.
-
-
-
S.P. 5/ 6 Amps one way switch, piano type.
42
-
-
Bell push, piano type.
1
-
-
5 pin 5/ 6 Amps socket outlet, porcelain base/ piano type.
14
-
-
Supplying and fixing metal box of 180mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 6 pin 15/16 amps socket outlet and 15/16 amps, piano type switch, connections, painting etc. as required.
10
-
-
Supplying & fixing electrical switch board having 3 nos of 5 amp switches and socket om suitable size of metal box of 200x150x75 mm deep(nominalize) on surface or in recess with suitable size of phenolic laminated sheet cover in the front i/c providing & fixing 3 nos 5 pin 5/6 amp piano type switch.connection painting etc as reqd(for light plugs)
10
-
-
Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.
-
-
-
2x1.5 Sq. mm.
180
-
-
2x4.0 Sq. mm.
100
-
-
2x10.0 Sq. mm.
10
-
-
Supplying and fixing bakelite batten/angle holder including connections etc. as required:-
10
-
-
Supplying and fixing ceiling rose on the existing junction box / wooden block including connections etc. as required.
17
-
-
Providing and fixing TP&N switch disconnector fuse unit cubical type, 415/500 volts with 3 No. HBC/HRC fuses, in sheet steel enclosure including drilling holes on the board, connections, earthing the body etc. as required.
-
-
-
100 Amp. Category-A
1
-
-
Supplying and fixing sheet metal bus-bar chamber suitable for 100 Amp. 415 volts capacity with 4 No. copper strip bus-bars each of length 600mm & cross-sectional area (25.4mmx3.17mm), enclosure made from 1.6 mm thick M.S. sheet having overall dimensions (680mmx400mmx150mm) nominal with all accessories including connections, earthing the body etc. as required:-
1
-
-
Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wire-set, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required:-
-
-
-
Double door-12 way
2
-
-
Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-
-
-
-
Double pole. Cat-A.
4
-
-
Supplying and erection of 6 amps. to 32 amps. rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required:-
-
-
-
Single pole. Cat-A.
16
-
-
Supplying and fixing Ding-Dong / Electronic musical bell, suitable for D.C./A.C. single phase,230 volts complete as required:-
1
-
-
Earthing with G.I earth pipe 4.5 mtr. long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.
1
-
-
Extra for using salt and charcoal for pipe earth electrode complete as required.
1
-
-
Supplying and laying 6 SWG G.I. wire at 0.50 mtr. below ground level for earth electrode conductor, including soldering etc. as required.
25
-
-
Providing installation testing and commissioning of ceiling fan with regulator including twiring the down rod of standard length (up to 30cm0WITH 16/0.20mm twin twisted flexible cotton braided copper ccotten braided copper cable including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc as required.-Ceiling Fan 1200 mm sweep, Category-A
6
-
-
Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:- Exhaust Fan, Light duty, (Domestic) 300 mm sweep
2
-
-
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