Tender For Construction Of Addl. 20 Mva 132/11 Kv Transformer Plinth, 1 No. 40/50 Mva 132/66 Kv Transformer Plinth And Allied Civil Works At 132 Kv S/S Tarn Taran.
Tender Value
52.34 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
14 days left
EMD
1.04 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tarn Taran → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Addl. 20 Mva 132/11 Kv Transformer Plinth, 1 No. 40/50 Mva 132/66 Kv Transformer Plinth And Allied Civil Works At 132 Kv S/S Tarn Taran.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundations, trenches etc. In all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from the edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including diposal of all surplus soil as directed within a lead of 30 metres. |
| 2 | Dismantling brick work tile, masonry or tile lining In cement |
| 3 | Dismantling concrete Reinforced cement concrete |
| 4 | Dismantling roofing Second class mud roofing |
| 5 | Dismantling cement conglomerate floors 25mm to 50mm thick including concrete base. |
| 6 | Scraping Bricks dismantled from brick work in limeor cement. |
| 7 | Removing doors and windows together with the dismantling of walls Doors |
| 8 | Removing doors and windows together with the dismantling of walls Windows |
| 9 | Shuttering for faces of concrete foundations and foundationbeam & plinth beam (vertical or battering) |
| 10 | Centering and shuttering for columns (Square or rectangularor poly gonal in plain) |
| 11 | Cement concrete 1:8:16 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) |
| 12 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) |
| 13 | Cement concrete 1:5:10 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 14 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 15 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 16 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 17 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure . |
| 18 | Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot andsanded |
| 19 | Extra for using needle vibrator where not included in the rates . |
| 20 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 21 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 22 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 23 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth |
| 24 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 25 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 26 | 12.5 mm thick cement plaster 1:3 |
| 27 | 12.5 mm thick cement plaster 1:4 |
| 28 | 12.5 mm thick cement plaster 1:5 |
| 29 | 12.5 mm thick cement plaster 1:6 |
| 30 | 20 mm thick cement plaster 1:4 in two coat work |
| 31 | 20mm thick cement plaster 1:5 in two coat work |
| 32 | Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two or more coats to give an even shade |
| 33 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 34 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 35 | Painting two or more coats with aluminum paint to give an even shade excluding priming coat |
| 36 | Painting two or more coats with anticorrosive bitumastic Paint to give an even shade |
| 37 | Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface |
| 38 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position R S Joists |
| 39 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position FLATS (Labour Rate) |
| 40 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects. Above 20mm dia bars (Labour Rate) |
| 41 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. (Labour Rate) |
| 42 | Welding by gas or by electric plant, including carriage to and from workshop etc. |
| 43 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications |
| 44 | Brick on end edging Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications |
| 45 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. From 0 to 15 m. |
| 46 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. Exceeding 15 m but upto 30 m. |
| 47 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. Above 30m. |
| 48 | Hand pumps Lowering pipe in the hole up to 40mm dia. |
| 49 | Prov./Fixing top post lantern (Gate Light) lantern of Crompton or Havells Make |
| 50 | P/F of Steel gate type G-2 5.80 mtr wide as per Arch. Drawing |
| 51 | P & F of MS Tappered washers/Cleats 65X65X19mm to 6 mm for T/F Plinth. |
| 52 | P & F MS Base Plate 235X220X12 MM for T/F Plinth |
| 53 | P&F of MS Angle Nosing made out of 50x50x6mm angle iron for T/F Plinth. |
| 54 | P&F Angle Iron Posts of various sizes and shapes as per PSTCL Drawing. |
| 55 | P&F of GI wire netting mesh of 12 gauge 50 x 50 mesh 180cms. High fastened with 4 nos ms wire rope 6/7 strand 1/16\\" dia each complete in all respects as per drg no. HW/TB-5635R-2 and Arch Drg No. 8 Rs/ Job No. 112/S and conforming to IS- 2721/1974 and 3459/1977 respectively |
| 56 | Providing & Fixing Cable Racks of various sizes |
| 57 | P&F MS Angle iron Nozzing made out of 50x50x3 mm angle iron for cable trenches |
| 58 | Suppling and Hoisting of Ferro Cement Trench Covers of size 2'8\\" x 1'6\\"R Type, T-1 & T-2 Type |
| 59 | Suppling and Hoisting of Ferro Cement Trench Covers of size 1'9\\" x 2'6\\" T-4 Type |
| 60 | Suppling and Hoisting of Ferro Cement Trench Covers of size 2'2\\" X 2'2\\" T-3 Type |
| 61 | Suppling and Hoisting of Ferro Cement Trench Covers of size 3'4\\"x1'6\\" T-p Type |
| 62 | P & F of barbed wire in 4/5 rows having dia 2.2 including D-clamp, U-bolts tightening to nut, unrolling& stretching complete in all respects for boundary wall |
| 63 | Providing & Fixing 12.5 x 300 mm Anchor Bolts/Nuts & Bolts of all sizes and length required |
| 64 | P&F Template along with foundation bolts as per drawing |
| 65 | Suppling and Spreading of Gravel in yard area as per AOR |
| 66 | Disposal of debries as per AOR |
| 67 | Recovery of bricks |
| 68 | Recovery of brick bat |
| 69 | Recovery of Tiles |
| 70 | Recovery of Tile bat |
| 71 | Recovery of steel scrap |
| 72 | Recovery of door |
| 73 | Recovery of window |
| 74 | Extra Carriage of material- Cement |
| 75 | Extra Carriage of material- Steel |
| 76 | Extra Carriage of material- Fine sand |
| 77 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 12/13.2 mm |
| 78 | Extra Carriage of materials & diff. of rates of material- Bricks |
| 79 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 10/11.2 mm |
| 80 | Extra Carriage of materials & diff. of rates of material- Coarse Sand |
| 81 | Extra Carriage of materials & diff. of rates of material- Stone metal 40mm |
| 82 | Extra Carriage of materials & diff. of rates of material- Stone metal 63 mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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