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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC B 1 1769 PREM NAGAR KOTKAPURA | ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 LRejected-AOC | ₹7.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹7.8 LRejected-AOC | ₹7.8 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SURJIT SINGH AND SONS L1 | PAUL AND COMPANY L2 | INDO ENGINEERING WORKS L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 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. | 143.25 | Cum | 162.5 ₹23,278.13 | 163 ₹23,349.75 | 167.38 ₹23,977.19 |
| 2.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 82.63 | Sqm | 187.5 ₹15,493.13 | 188 ₹15,534.44 | 193.13 ₹15,958.33 |
| 3.00 | Centering and shuttering for faces of walls, partitions,
retaining walls and the like (vertical or battering including
attached pilasters buttresses etc. | 36.17 | Sqm | 361.6 ₹13,079.07 | 362 ₹13,093.54 | 372.46 ₹13,471.88 |
| 4.00 | Centering and shuttering for columns (Square or rectangular or poly gonal in plain) | 70.05 | Sqm | 425.8 ₹29,827.29 | 426 ₹29,841.30 | 438.67 ₹30,728.83 |
| 5.00 | Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) | 10.88 | Cum | 2,292.8 ₹24,945.66 | 2,293 ₹24,947.84 | 2,361.58 ₹25,693.99 |
| 6.00 | Cement Concrete 1:5:10 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type) | 15.09 | Cum | 2,286.3 ₹34,500.27 | 2,287 ₹34,510.83 | 2,354.9 ₹35,535.44 |
| 7.00 | Cement Concrete 1:2:4 with stone ballast or shingle (mixing by mechanical means using concrete mixer volumetric type) | 17.66 | Cum | 2,386.4 ₹42,143.82 | 2,387 ₹42,154.42 | 2,458.02 ₹43,408.63 |
| 8.00 | 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 foundation and plinth . | 12 | Cum | 2,762.8 ₹33,153.60 | 2,763 ₹33,156 | 2,845.69 ₹34,148.28 |
| 9.00 | 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 . | 11.76 | Cum | 3,431.5 ₹40,354.44 | 3,432 ₹40,360.32 | 3,534.51 ₹41,565.84 |
| 10.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth . | 20.2 | Cum | 4,076.1 ₹82,337.22 | 4,080 ₹82,416 | 4,198.43 ₹84,808.29 |
Tender Value
Refer Docs
EMD Value
₹15,300
Closing Date
18 Sept 2025, 3:00 pmClosed
Sr. Xen, Civil Works Division, PSTCL, Jalandhar.
Room No. 301, Shakti Sadan, Jalandhar
Balance civil work for const. of 3rd addl. 12.5 MVA 66/11 KV T/F plinth and allied civil works at 220 KV S/S Ajitwal at Risk and Cost of M/s GS Construction Co., Shri Muktsar Sahib Contractor against Allotment order no. 23/2023-24 dated 29.02.2024.
2025_POWER_145603_1
CWJ/T-07/2025-26
Open Tender
Civil Works
135 days
at 220 KV S/S Ajitwal
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹15,300
Yes
8 May 2026
24 Jul 2025
19 Sept 2025
24 Jul 2025
18 Sept 2025
24 Jul 2025
Amount
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.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
Centering and shuttering for columns (Square or rectangular or poly gonal in plain)
Cement Concrete 1:6:12 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)
Cement Concrete 1:5:10 with stone aggregate 40mm gauge(mixing by mechanical means using concrete mixer volumetric type)
Cement Concrete 1:2:4 with stone ballast or shingle (mixing by mechanical means using concrete mixer volumetric type)
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 foundation and plinth .
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 .
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth .
115mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth .
Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
12.5 mm thick cement plaster 1:3
12.5 mm thick cement plaster 1:5
20 mm thick cement plaster 1:4 in two coat work
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position : RS Joists
Cold twisted detormed (Ribbed/ ToR S teel 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 biding placing in position complete.(Labour Rate)
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
Supplying and spreading of crushed stone3/4" nominal size(20mm) in 3" (75mm) thick layer over PCC flooring in the switch yard area marked or as per directions of Engineer-in-Charge.
Supply & Fixing MS Cleats 65x65x6 mm - 19 mm for T/F Plinth
Providing & Fixing base Plates Size 235x220x12mm for Transformer plinth
Providing & Fixing 12.5 mm x 300 mm long anchor bolts
Providing & fixing Angle Iron nozing made out of 50x50x6 mm angle Iron & with M.S Flat of size25x3 mm Hold Fast 125 mm long at 60 cm c/c complete in all respect for out door cable trenches.
P&F M.S Cable Racks made OF M.S Angle Iron for various size of 50x50x6 mm complete as per dwg
Providing and fixing MS Angle iron nosing made out of 50x50x3 angle and flat 25x3 mm 600mm c/c wt 2.56 kg/mtr. complete in all respects
Supply & Fixing of 75mm dia Ac pipe
Providing and fixing stopping arrangement for transformer wheel consisting of 2 nos MS flat 40x6mm 150mm long
Fixing of Template along with foundation bolts as per Drg.
Supplying hoisting of Ferro cement trench cover frame of size given below made of MS flat 50X3mm with 6mm dia bars with 9/2" and 9"C/C welded to flat with lifting hooks as per drg. no C/W DS-2537 R5 and CW/DS 2420 R3 complete Trench Cover T-4 Type ( 2’-6” x 1’-9”)
Supply , Hoisting & plaicng of ferro cement trench covers,frames of size given below made of MS Flat 50x3 mm with 6mm dia bars at 4.5 "and 9"welded to flat with lifting hook as per Drg No CW/DS2537 R5 and CS/DS2420 R3 Complete - T3 - type (2'-2"x2'-2")
Supply , Hoisting & plaicng of ferro cement trench covers,frames of size given below made of MS Flat 50x3 mm with 6mm dia bars at 4.5 "and 9"welded to flat with lifting hook as per Drg No CW/DS2537 R5 and CS/DS2420 R3 Complete - P - type (3'-4"x1"-6")
Extra Carriage of materials - Cement
Extra Carriage of materials - Steel
Extra Carriage of materials - Fine sand
Extra Carriage of materials & diff. of rates of material- Coarse Sand
Extra Carriage of materials & diff. of rates of material- Crushed bajri 13.2mm
Extra Carriage of materials & diff. of rates of material- Crushed bajri 11.2mm
Extra Carriage of materials & diff. of rates of material- Stone metal 40mm
Extra Carriage of materials & diff. of rates of material- Bricks
PAUL AND COMPANY (BID ID -680562)
INDO ENGINEERING WORKS (BID ID -681340)
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