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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.8 LAccepted-AOC 10 370 NEAR GEETA MANDIR GAS GODAM ROAD OBRA OBRA SONBHADRA UTTAR PRADESH 231219 INDIA | SONBHADRA | UTTAR PRADESH | 231219 | L-1 | Accepted-AOC Being L-1 Bidder and 14.74 percent less than deptt.rates | |
| 2 | L-2₹23.0 L+₹3.2 L (16.0%)Rejected-Finance 1066 GREEN CITY PH 4 BEHIND RAM MANDIR BATHINDA PB | BATHINDA | BATHINDA | PUNJAB | L-2 | Rejected-Finance Being L-2 Bidder and 1.10 percent less than deptt.rates | |
| 3 | L-3₹23.2 L+₹3.4 L (17.3%)Rejected-Finance | L-3 | Rejected-Finance Being L-3 Bidder and .01 percent less than deptt.rates | |
| 4 | Not Admitted-Fee | - | Not Admitted-Fee EMD/Instrument is not valid | |
| 5 | Not Admitted-PreQual/Technical 263 URBAN ESTATE PHASE II BATHINDA | BATHINDA | PUNJAB | 151001 | - | Not Admitted-PreQual/Technical Not Complied with technical specification |
Tender Value
₹23.2 L
EMD Value
₹46,500
Closing Date
10 Jan 2022, 5:00 pmClosed
Sr Xen CWD PSTCL Patiala
O/o Sr Xen CWD Flat no 28 Officers flats complex PSTCL Patiala
WORK OF CONSTRUCTION OF 160MVA T/F PLINTH FOR ADDL.100 MVA 220/66KV T/F AND ALLIED CIVIL WORKS AT 220 KV S/STN TALWANDI SABO
2021_POWER_78082_1
29/2021-22
Open Tender
Civil Works
Tender cum Auction
225 days
Talwandi Sabo
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹46,500
Yes
2 Jun 2022
17 Dec 2021
11 Jan 2022
17 Dec 2021
10 Jan 2022
17 Dec 2021
Amount
Earth Work in Excavation in foundation 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 edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed with in lead of 30 metres.
Shuttering for faces of concrete fdns and fdns. Beam & Plinth Beam.
Centering and Shuttering for Columns.
Cement Concrete 1:8:16 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type.
Cement Concrete 1:6:12 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type.
Cement Concrete 1:5:10 with stone aggregates 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 IN Fdn/Plinth using batch type Concrete mixer as per IS:791 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 4metres above plinth level.
First Class Burnt Brick Work laid in cement sand mortar 1:4 in fdn
115mm Thick Brick Wall in cement sand 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.
12.5mm Thick Cement Plaster 1:3
12.5mm Thick Cement Plaster 1:4
12.5mm Thick Cement Plaster 1:5
20mm Thick Cement Plaster 1:4 in two coats work
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.R S joists & Anchor fdn MS
Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete.
P&F HCI grating 150x150mm
NON SECHDULED RATES
MS cleats 65x65x6 mm- 19 mm for T/F plinth
Provding & fixing base plate 235x220x12 mm for transformer plinth.
Providing & fixing 12.5x300 mm long anchor bolts.
P/F MS angle iron nosing of size 50x50x6 mm complete in all respects for transformer plinth as per drawing.
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.
P&F Angle Iron Nozzing 50x50x3
S&F Tr cover 2'6''x1'9''-T-4
S&F Tr cover 2'8''x1'6''-T-1
S&F Tr Cover 0.65mx0.65m-T-3
Fixing of templates along with foundation bolts as per Drg.
Supplying & spreading of crushed stone ¾” nominal size (20mm)in 3” (75mm) thick layer in the switch Yard Area marked or as per direction of the Engineer-In-Charge i/c levelling & removal of grass at site.
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.
Providing & Laying of cement Slurry of cement to sand ratio 1:6 using cement content not less than 150kg per 100 Sqm area complete.
Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable)
Cement
Tor steel & Anchor/fdn bolts
Fine sand
Bricks
Coarse aggregate 13.2/12mm
Coarse aggregate 11.2/10mm
Coarse sand
Stone metal 40mm
Bidder Name
Amount in Words
DINESH KUMAR GOYAL CONTRACTOR
The Damdama Sahib Co Op L and C Society Ltd
G.S.Construction Co.
DINESH KUMAR GOYAL CONTRACTOR
The Damdama Sahib Co Op L and C Society Ltd
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