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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.1 L+₹11,390 (1.63%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.9 L+₹91,262 (13.1%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹7.1 L
EMD Value
₹14,150
Closing Date
21 Nov 2022, 3:00 pmClosed
Sr. Xen, Civil Works Division, PSTCL, Jalandhar
Room No. 301, Shakti Sadan, Jalandhar
Const. of 1 no. 220 KV bay for Sajla Khurd Railway bay and allied Civil Works at 220 KV S/S Mahilpur.
2022_POWER_92166_1
CWJ/T-12/2022-23
Open Tender
Civil Works
Item Wise
135 days
220 KV S/S Mahilpur.
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹14,150
Yes
24 Jul 2023
9 Nov 2022
22 Nov 2022
9 Nov 2022
21 Nov 2022
9 Nov 2022
Amount
Stacking of gravel already spreaded at site
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 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 .
Relaying of gravel on PCC Flooring
Extra for vibrator used by the contractor at this own cost.
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
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.
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
Cement Slurry of cement to sand ratio 1:6 with cement content not less than 150kg/100sqm
Spreading of gravel
Disposal of Surplus Earth/Debris
PCC 1:5:10 with 20mm crushed stone aggregate in yard
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
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")
Extra Carriage of materials & diff. of rates of material- Cement
Extra Carriage of materials & diff. of rates of material- Steel
Extra Carriage of materials & diff. of rates of material- 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
Mahesh Kohli Goverment Contractor
INDO ENGINEERING WORKS
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