MP Power Transmission Company Limited Tender

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MP Power Transmission Company Limited - MPPTCL Tender

Works
Civil And Construction
Electrical and Electronics
Eprocure
Opening Date9 Jan 2024
Closing Date21 Feb 2024
Tender Amount₹ 4,40,000 
Notes
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Costs

  • EMD

    ₹ 8,800
  • Document Cost

    ₹ 590
  • Tender Fee

    ₹ 295

Description

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Documents
Providing and installation of high mast lighting structure with construction of foundation etc. at MPPTCL Store Indore under EHT-C Dn. Indore.
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BOQ Items

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3004929,5.16.6(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786

840

52836

62.9

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3004924,5.16.1(SOR w.e.f 01.12.2020),Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification") : Mild steel and Medium Tensile steel bars.

110

6600

60

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3004893,5.9.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level

22.33

4256

190.6

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3004894,5.9.2.1(SOR w.e.f 01.12.2020),Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.

43.2

9460

219

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3004884,5.1.1(SOR w.e.f 01.12.2020),Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete

12.06

69899

5796

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3006147,13.2.2(SOR w.e.f 01.12.2020),15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 sand)

4

592

148

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3004792,2.24(SOR w.e.f 01.12.2020),Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

2

144

72

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3000102,4 NSOR,Supply , filling & compaction of Moorum with boulders / Copra with boulders below yard structure foundations in black cotton soil strata including cost of all material, labour, T&P, taxes, royalty, transportation, watering etc. complete as per direction of Engineer in charge.

2

764

382

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3004683,1.2.2 (SOR w.e.f 01.12.2020),Transportation by manual labour including loading, unloading and stacking for lead up to 50 metre. Earth

1

66

66.78

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3004602,1.1.2.1 (SOR w.e.f 01.12.2020),Transportation By Mechanical Transport including loading, unloading and stacking. Earth 1 km

1

139

139.47

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3000114,16 NSOR,Labour only for fixing bolts of any length i/c weight of nuts & washers , etc. complete as per direction of Engineer in charge.

50

400

8

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1003694,NSOR,4 CORE 2.5 Sqmm aroured (MPPTCL SOR)

220

19844

90.2

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2000100,Cable Laying 4Core x 2.5 Sqmm Armd,Laying of 4Core 2.5 Sq.mm Armoured CopperCable on racks/ cable trays/ angle support overhead racks conduits including dressing of cables with accessories for copper conductor & armoured control cables,multistand (MPPTCL SOR)

220

3960

18

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2000086,Cable Termination 4Core x 2.5 Sqmm Armd,4Core x 2.5 Sq.mm.(Armoured) Cable terminations including fixing of cable glands, lugs etc. for each type of control/ power cables, including terminations at both ends. I.R. value between cores and I.R. value with respect to its armouring is to be verified. The continuity of all cores is also to be verified. Both work to be done before connecting cable to the terminal block. Making suitable hole in bottom/side plate of C&R panel, AC/DC Board, Marshaling box, CT/PT sec box and CB mechanism box for fixing cable glands in addition to cable gland holes already provided. The hole should be free from burrs. Fixing all cables in respective cable glands and refixing gland plate to its original place. All cable identification plate is to be provided on both ends of each cable. Stripping of outer insulation cover , armouring etc. of cable, fixing ferrules on each core at both ends. Stripping all cores to suitable length, making eye, crimping terminal lugs (as the case may be ) and fixing it to terminal block as per drawing followed by proper bending/ dressing of all cores.Cable Terminations at Both Ends for Cable (MPPTCL SOR)

4

720

180

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3010395,42.95 SOR PWD wef 01.12.2020 Electrical,"Providing and erection on existing foundation12.5 meter high mast lighting system suitable to install 6 No. 2 x 400 w M.H/S.V/LED flood light fitting and control gear with integral Power tool, weight 340 kg. comprising of 2 section of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm, dia 100mm & 360mm for top and bottom respectively, stress fitting arrangement on site with 350mm overlap dynamic loading to withstand max wind pressure as per -IS 875 part III, parameters for structural & foundation design must be taken from wind tunnel test. Lightning protection of GI single spike 800mm at top and at base inside compartment with double internal lock with adequate size of MCB erected on PVC board complete with base plate of 25mm thick 520mm dia. and foundation bolts having 4 nos. bolts of 24mm dia, 750mm long (EN8 grade), Anchor plate 445 PCD, including accessories viz..(1) Lantern carriage of 50 NB ERW class-B, MS pipe covered with PVC sleeve suitable to carry 250kg. load and upto 6 fittings symmetrically..(2) Trailing copper cable 5x2.5 sq.mm,.EPR insulated PCP sheathed..(3) Double drum/350kg winch having gear 53:1, oil bath (SAE90/140) arrangement..(4) 2 nos. stainless steel wire ropes 5mm dia (7/19) breaking load capacity 1450 kg.x 2..(5) Integral power tool 3-phase, 0.75 HP 2m/min single speed..(6) Feeder pillar fabricated out of 14 SWG CRCA sheet and comprise of incoming MCB 32 A TPN switch, HRC fuses, single dial timer, suitable size of contactors for lighting and power tool, 2 nos. outgoing, reversing switch for motor..(7) Foundation drawing, test certificate and guarantee certificate shall be provided by manufacturer. (without fixture and lamp)"

2

250098

125049



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