Tender For Construction Of Additional 2Nd 20 Mva 66/11 Kv T/F Plinth, Switch Gear Foundation And Allied Civil Works At 132 Kv S/S Bhikhiwind.
Tender Value
11.13 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
9 days left
EMD
22270
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 Additional 2Nd 20 Mva 66/11 Kv T/F Plinth, Switch Gear Foundation And Allied Civil Works At 132 Kv S/S Bhikhiwind.
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 | Shuttering for faces of concrete foundations and foundationbeam & plinth beam (vertical or battering) |
| 3 | Centering and shuttering for columns (Square or rectangularor poly gonal in plain) |
| 4 | Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 5 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) |
| 6 | Cement concrete 1:5:10 with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 7 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 8 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type |
| 9 | 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. |
| 10 | 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 . |
| 11 | Extra for using needle vibrator where not included in the rates . |
| 12 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 13 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 14 | 115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth |
| 15 | Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 16 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material |
| 17 | 12.5 mm thick cement plaster 1:3 |
| 18 | 12.5 mm thick cement plaster 1:4 |
| 19 | 12.5 mm thick cement plaster 1:5 |
| 20 | 20 mm thick cement plaster 1:4 in two coat work |
| 21 | Finishing with epoxy paint two or more coat at all locations prepared and applied as per manufacturer specifications complete. |
| 22 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position R S Joists |
| 23 | Nuts & Bolts of all sizes and length required |
| 24 | 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) |
| 25 | 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) |
| 26 | 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&Hspecifications |
| 27 | 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 |
| 28 | Joint Sealing Compound Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications |
| 29 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. From 0 to 15 m. |
| 30 | 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. |
| 31 | Boring for hand-pump in clay fitting strainer and pipe. Above 75mm dia bore but not exceeding 100mm. Above 30m. |
| 32 | Hand pumps Lowering pipe in the hole up to 40mm dia. |
| 33 | P & F of MS Tappered washers/Cleats 65X65X19mm to 6 mm for T/F Plinth. |
| 34 | P & F MS Base Plate 235X220X12 MM for T/F Plinth |
| 35 | P&F of MS Angle Nosing made out of 50x50x6mm angle iron for T/F Plinth. |
| 36 | Providing & Fixing Cable Racks of various sizes |
| 37 | P&F MS Angle iron Nozzing made out of 50x50x3 mm angle iron for cable trenches |
| 38 | Suppling and Hoisting of Ferro Cement Trench Covers of size 1'9\\" x 2'6\\" T-4 Type |
| 39 | Suppling and Hoisting of Ferro Cement Trench Covers of size 2'2\\" X 2'2\\" T-3 Type |
| 40 | P&F Template along with foundation bolts as per drawing |
| 41 | Suppling and Spreading of Gravel per AOR |
| 42 | Disposal of debries as per AOR |
| 43 | Extra Carriage of material- Cement |
| 44 | Extra Carriage of material- Steel |
| 45 | Extra Carriage of material- Fine sand |
| 46 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 12/13.2 mm |
| 47 | Extra Carriage of materials & diff. of rates of material- Bricks |
| 48 | Extra Carriage of materials & diff. of rates of material- Coarse Aggregate 10/11.2 mm |
| 49 | Extra Carriage of materials & diff. of rates of material- Coarse Sand |
| 50 | Extra Carriage of materials & diff. of rates of material- Stone metal 40mm |
| 51 | Extra Carriage of materials & diff. of rates of material- Stone metal 45 to 63mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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