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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹12.7 LAccepted-AOC 142 RANJIT AVENUE AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹12.7 L Quoted ₹10.7 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹11.3 LRejected-AOC 9 MAHINDRA AVENUE AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹11.3 L | L-2 | Rejected-AOC L-2 |
| 3 | L-3₹13.9 LRejected-AOC 45 C GURU AMAR DASS AVENUE AIPORT ROAD AMRITSAR | ₹13.9 L | L-3 | Rejected-AOC L-3 |
| 4 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-PreQual/Technical VILL UDHOWALI KALAN P O UDHOWALI KHURD TEH DERA BABA NANAK DIST GURDASPUR 143604 | DERA BABA NANAK | GURDASPUR | PUNJAB | 143604 | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | G K CONSTRUCTION L1 | BDS BUILDERS L2 | JK CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of brick work in cement | 328.2 | Cum | 608.93 ₹2.0 L | 633.29 ₹2.1 L | 608.93 ₹2.0 L |
| 2.00 | Scraping of bricks Dismantled from brick work | 47.26 | 1000nos | 1,410.71 ₹66,670 | 1,410.71 ₹66,670 | 1,410.71 ₹66,670 |
| 3.00 | 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. | 241.25 | cum | 162.5 ₹39,203 | 162.5 ₹39,203 | 162.5 ₹39,203 |
| 4.00 | PCC 1:6:12 with 40 mm stone aggregate | 25.39 | Cum | 2,292.8 ₹58,214 | 2,292.8 ₹58,214 | 2,700 ₹68,553 |
| 5.00 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete | 87.12 | Qtl | 780.36 ₹67,985 | 780.36 ₹67,985 | 780.36 ₹67,985 |
| 6.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 297.25 | Sqm | 187.5 ₹55,734 | 187.5 ₹55,734 | 200 ₹59,450 |
| 7.00 | Centring and shuttering for sides and soffits of beam. | 69 | Sqm | 339.29 ₹23,411 | 339.29 ₹23,411 | 339.29 ₹23,411 |
| 8.00 | Centring and shuttering for Columns | 137.97 | Sqm | 425.89 ₹58,760 | 425.89 ₹58,760 | 425.89 ₹58,760 |
| 9.00 | Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 45.85 | cum | 2,762.81 ₹1.3 L | 2,873.32 ₹1.3 L | 3,500 ₹1.6 L |
| 10.00 | Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Superstructure. | 22.17 | cum | 3,431.56 ₹76,078 | 3,568.82 ₹79,121 | 3,800 ₹84,246 |
Updated dates
Tender Value
₹12.7 L
EMD Value
₹25,400
Closing Date
29 Dec 2025, 3:00 pmClosed
Sr. xen civil mtc. division Jalandhar
kothi no.4 shakti sadan Jalandhar
Repair and maintenance of damaged UC Fencing and boundary wall at 220kv s/s Khasa
2025_POWER_154006_1
ET-49/2025-26
Open Tender
Civil Works
90 days
220kv s/s khasa
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹25,400
Yes
22 Apr 2026
20 Nov 2025
30 Dec 2025
20 Nov 2025
29 Dec 2025
20 Nov 2025
Dismantling of brick work in cement
Scraping of bricks Dismantled from brick work
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.
PCC 1:6:12 with 40 mm stone aggregate
Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centring and shuttering for sides and soffits of beam.
Centring and shuttering for Columns
Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
Reinforced cement concrete M-20 mechanically batchmixed using batch type concretemixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in Superstructure.
First class brick work in cement sand mortar 1:7 in fdn and plinth
First class brick work in cement sand mortar 1:5 above plinth level
12.5 MM thick cement plaster 1:5
Dismantling of concrete for Removal of Old Angle
PF/ Angle iron post 75x75x8 3.20 mtr @4.50kg/Rm
P/F Angle iron post 50x50x6 mm 3.12 mtr. Long @4.50kg/Rm
P/F Angle iron post 50x50x6 mm 2.60 mtr. Long @4.50kg/Rm
P/F Angle iron post 50x50x6 mm 1.30 mtr. Long @4.50kg/Rm
Priming coat over mettalic surface including preperaton of surface with special quality paint
Scraping of Old Paint from Angles for new one
Painting two coats with aluminium paint of special quality
P/F wire netting mesh of G.I. ,12 Gauge 50x50 Mesh 180 cm high complete as per NS Item
P/F Barbed wire 5 rows over angle for U-Fencing complete AS per NS item
Clearing jungle manually including uprooting rank vegetation, grass, woody vegetation up to 30 cm
Extra Carriage and difference of material for coarse sand
Extra Carriage for fine sand
Extra Carriage and difference of material for Crusher 13. 2mm
Extra Carriage and difference of material for Crusher 11. 2mm
Extra Carriage and difference of material for Stone metal
Diff of material rates for bricks
recovery of bricks (5150+10%+1%)
recovery of brick bat
recover of scrap
Extra carriage for Cement
Extra carriage for Steel
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