Tender For Construction Of Civil Works For Extension Of 66 Kv Double Bus Bar At 220 Kv Substation Talwandi Sabo. On Through Rate Basis Excluding The Cost Of Cement And Steel But Extra Carriage Of Cement And Steel Will Be Paid Extra. Cement And Steel
Tender Value
57.03 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
24 days left
EMD
1.14 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
Bathinda → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Civil Works For Extension Of 66 Kv Double Bus Bar At 220 Kv Substation Talwandi Sabo. On Through Rate Basis Excluding The Cost Of Cement And Steel But Extra Carriage Of Cement And Steel Will Be Paid Extra. Cement And Steel Will Be Supplied By The Department Free Of Construction
BOQ
| Sl. No. | Item Description |
| 1 | Loading of Earth & malba.etc. |
| 2 | Disposal of malba including lead upto 5 KM |
| 3 | Earth work in excavation in foundations, trenches etc in all kinds of soil where pick jumper work is not involved & not exceeding2.00 mtr depth i/c dressing of bottom & sides stacking the excavated soil clear from the edge. |
| 4 | Dismantling brick work tile, masonry or tile lining In cement |
| 5 | Dismantling concrete-Cement concrete plain1:2:4 mix |
| 6 | Dismantling Reinforced cement concrete |
| 7 | Scraping -Bricks dismantled from brick work in lime or cement. |
| 8 | Dismantling wire gauge with frame work including separating frame work and putting wire gauge into rolls. |
| 9 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 10 | Shuttering for faces of concrete foundations and foundation beam & plinth beam |
| 11 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering includingattached pilasters buttresses etc. |
| 12 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) |
| 13 | Cement Concrete 1:6:12 With stone aggregates 40mm gauge mixing by mechanical means using concretemixer volumetric type |
| 14 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concretemixer volumetric type |
| 15 | Cement concrete 1:5:10 With stone aggregates 40mm gauge mixing by mechanical means using concretemixer volumetric type |
| 16 | Cement concrete 1:2:4 mixing by mechanical means using concretemixer volumetric type |
| 17 | Reinforced cement concrete M-20 machanically batch mixed using batch type mixer as per IS1791 and vibrated by needle vibrator but excluding steel reinforcement, centring and shuttering in foundation and plinth. |
| 18 | Reinforced cement concrete M-20 mechnically batch mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but execulding steel reinforcement centring and shuttering in super structure. |
| 19 | Extra for using needle vibrator where not included in the rates |
| 20 | First class burnt brick work laid in cement sandmortar 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 1:4 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 | 20mm thick cement plaster 1:4 in two coatwork |
| 30 | 20mm thick cement plaster 1:5 in two coatwork |
| 31 | Applying priming coat withmetal primer on new steel or iron work including preparationof surface |
| 32 | Painting two or more coatswith aluminum paint to givean even shade excluding priming coat |
| 33 | Painting two or more coats with anticorrosivebitumastic Paint to give an even shade |
| 34 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position-MS Joist/Rails |
| 35 | Steel work fixed independently without connecting plates including cutting hoisting and fixing in position-Flats |
| 36 | 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 |
| 37 | Steel reinforcement for RCC work where not included in the complete rate of RCCincluding bending, binding and placing in position complete:- Up to 20mm dia bars. |
| 38 | Welding by gas or by electric plant, including carriage to and from workshop etc. |
| 39 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages toproper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering andcompacting to the required density complete as per technical pecifications |
| 40 | 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 asper Punjab PWD specifications |
| 41 | Boring for hand-pump in clay fitting strainer & pipe-Above75mm dia bore but not exceding 100mm-From 0 to 15m. |
| 42 | 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.. |
| 43 | NON-SCHEDULE ITEMS |
| 44 | P/F MS angle iron nosing of size 50x50x3 mm complete in all respects forcable trenches as per drawing no. CW/DS- 2887 R-1 |
| 45 | P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per drawing. |
| 46 | 12 mm dia Anchor bolts 300 mm long |
| 47 | Provding & fixing base plate 235x220x12 mm for transformer plinth. |
| 48 | MS cleats 65x65x6 mm- 19 mm for T/F plinth |
| 49 | Providing and fixing of M.S. Cable racks made out of M.S. flat 75x6 mm or M.S. angle 40x40x6 mm complete in all respects as per drawing no. CW/DS- 2887 R-1 |
| 50 | Supplying ,Hoisting & placing of Ferro-cement trench cover, frame of size given bleow made of MS flat 50x3mm with 6mm dia bars at 4-1/2” and 9” c/c welded to flat with lifting hook as per DRG.No. CW/ DS-2537-R-5 and CS/DS -2420 –R-3 complete.-T-3-type trench of size 0.65x0.65 as per technical specificiation no.13 |
| 51 | Supplying ,Hoisting & placing of Ferro-cement trench cover, frame of size given bleow made of MS flat 50x3mm with 6mm dia bars at 4-1/2” and 9” c/c welded to flat with lifting hook as per DRG.No. CW/ DS-2537-R-5 and CS/DS -2420 –R-3 complete.-T-4-type trench of size 0.71x0.53 as per technical specificiation no.13 |
| 52 | S&F Tr Cover 0.65mx0.65m (3' 4''x1' 6'') -P-Type as per Specification no. 14 |
| 53 | Fixing of templates along with foundation bolts as per Drg. |
| 54 | Providing and fixing GI barbed wire in 4 rows complete as per specification |
| 55 | Providing and fixing neting mesh complete in as aspect as per specification |
| 56 | Recovery of Bricks |
| 57 | Recovery of Brick bats |
| 58 | Recovery of steel scrap |
| 59 | Supplying and fixing of Angle Iron Posts |
| 60 | Supplying and spreading of 20 mm size crushed stone in 75 mm thick layer over existing PCC flooring in the yard area |
| 61 | Flooring of Cement Concrete 1:5:10 with crushed stone 20 mm size mechanically mixed laid in 75 mm thickness in blocks of size 3.0mx3.0m using shuttering complete in all respect including preparation of surface for laying concrete. |
| 62 | Providing & Laying of cement Slurry of cement to sand ratio 1:6 using cement content not less than 150kg per 100 Sqm area complete. |
| 63 | Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable) |
| 64 | Fine Sand |
| 65 | Cement |
| 66 | Steel |
| 67 | Coarse Sand |
| 68 | Crushed Bajri 12mm/13.2mm |
| 69 | Crushed Bajri 10mm/11.2mm |
| 70 | Stone ballast 40mm |
| 71 | Bricks Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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