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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.3 LAccepted-AOC | ₹5.3 L Quoted ₹4.5 L | L-1 | Accepted-AOC L1 |
| 2 | L-2₹4.8 L+₹29,737.86 (6.64%)Rejected-AOC 10 370 NEAR GEETA MANDIR GAS GODAM ROAD OBRA OBRA SONBHADRA UTTAR PRADESH 231219 INDIA | SONBHADRA | UTTAR PRADESH | 231219 | ₹4.8 L+₹29,737.86 (6.64%) | L-2 | Rejected-AOC L2 |
| 3 | L-3₹5.1 L+₹60,066.18 (13.4%)Rejected-AOC | ₹5.1 L+₹60,066.18 (13.4%) | L-3 | Rejected-AOC L3 |
| 4 | L-4₹5.4 L+₹97,171.83 (21.7%)Rejected-AOC PO DHAN SINGH WALA GONIANA DISTT BATHINDA | GONIANA | BATHINDA | PUNJAB | ₹5.4 L+₹97,171.83 (21.7%) | L-4 | Rejected-AOC L4 |
| 5 | Not Admitted-PreQual/Technical | - | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹12,910
Closing Date
5 Jan 2021, 3:00 pmClosed
Addl SE, Civil Works Division, PSTCL, Jalandhar
Room No.301, Shakti Sadan, Jalandhar
Construction of Power Cable Trench for 11 kV Capacitor Bank at 132 kV S/S Malaut.
2020_POWER_58075_1
CWJ/T-10/2020-21
Open Tender
Civil Works
Item Wise
90 days
132 kV S/S Malout
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹12,910
Yes
15 Apr 2021
24 Dec 2020
6 Jan 2021
24 Dec 2020
5 Jan 2021
24 Dec 2020
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)
Cement Concrete 1:6:12 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 .
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth .
First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level.
Conglomerate floor 50mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
12.5 mm thick cement plaster 1:4
12.5 mm thick cement plaster 1:5
20 mm thick cement plaster 1:4
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
Providing and Fixing various sizes M.S Cable Racks
Providing and fixing MS Angle iron nosing made out of 50x50x3 angle iron with hold fast complete in all respects
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 - T1 - type (2'-8"x1'-6")
Extra Carriage of materials- Cement
Extra Carriage of materials- Steel
Extra Carriage of materials- Fine sand
Extra Carriage of materials- Coarse sand,crusher and stone ballast
Difference of Rates of Material- Crushed bajri 13.2mm
Difference of Rates of Material- Crushed bajri 11.2mm
Difference of Rates of Material- Coarse Sand
Difference of Rates of Material- Stone metal 40mm
Difference of Rates of Material- Bricks
G.S.Construction Co.
THE GURUSAR JODHA L and C CO OP SOCIETY LTD.
M/S H.S. CONSTRUCTIONS, BATHINDA
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