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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹41.4 LAccepted-AOC | L-1 | Accepted-AOC Being L-1 bidder and 12.55 percent less than deptt estimated cost | |
| 2 | L-2₹42.0 L+₹62,776.70 (1.52%)Rejected-Finance 27 DEV VIHAR DHANI KUMAWATAN SANGAINER JAIPUR RAJASTHAN 302011 | JAIPUR | JAIPUR | RAJASTHAN | 302011 | L-2 | Rejected-Finance Being L-2 bidder and 11.23 percent below deptt estimated cost | |
| 3 | L-3₹44.7 L+₹3.3 L (8.01%)Rejected-Finance | L-3 | Rejected-Finance Being L-3 bidder and 5.55 percent below deptt estimated cost | |
| 4 | L-4₹46.7 L+₹5.3 L (12.8%)Rejected-Finance 1066 GREEN CITY PH 4 BEHIND RAM MANDIR BATHINDA PB | BATHINDA | BATHINDA | PUNJAB | L-4 | Rejected-Finance Being L-4 bidder and 1.38 percent below deptt estimated cost | |
| 5 | Not Admitted-Finance | - | Not Admitted-Finance System rejected due to Highest value quoted |
Tender Value
₹47.4 L
EMD Value
₹95,000
Closing Date
19 Feb 2024, 3:00 pmClosed
Sr XEN Civil Works Division Patiala
o/o Sr XEN Civil Works Division Flat no. 28, Officers Flat Complex, PSTCL , Near 23 No. Fatak, Patiala
Work of Construction of Civil works for 3rd Addl.100 MVA 220/66 KV T/F at 220 KV S/S Maur
2024_POWER_116618_1
42/2023-24
Open Tender
Civil Works
Tender cum Auction
225 days
220 KV Substation Maur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹95,000
Yes
13 Mar 2024
30 Jan 2024
20 Feb 2024
30 Jan 2024
19 Feb 2024
30 Jan 2024
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 faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
Centering and Shuttering for Columns
Cement concrete 1:8:16 with 40mm gauge stone aggregate.
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.
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 centring and shuttering in superstructure.
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 Foundation and plinth.
First Class Burnt Brick Work laid in cement sand mortar 1:5 in superstrucutre
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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
20 mm Thick Cement Plaster 1:4
12.5 mm thick cement plaster 1:5
12.5 mm thick cement plaster 1:4
20mm thick cement plaster 1:5 in two coat work
Applying priming coat with metal primer on new steel or iron work including preparation of surface and Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work
Painting two or more coats with anticorrosive bitumastic Paint to give an even shade
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position.R S joists & Anchor fdn MS
Steel work fixed independently without connecting plates including cutting hoisting and fixing in position-Flats
Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects.-Above 20mm dia bars
Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete.
Welding by gas or by electric plant, including carriage to and from workshop etc.
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
Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm.-From 0 to 15 m.
Boring for hand-pump in clay fitting strainer and pipe-Above 75mm dia bore but not exceeding 100mm.-Exceeding 15 m but upto 30 m.
Providing and fixing in position gratings 150mm x 150mm for gully trap.-H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats.
Non Scheduled Items
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 as per Drg no. CW/DS-1495.
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.
S&F Tr cover 2'6''x1'9''-T-4 as per Specification no. 13
S&F Tr Cover 0.65mx0.65m (2' 2''x2' 2'') -T-3 as per Specification no. 13
S&F Tr cover 2'6''x1'9''-P-Type 3'4'' x 1'6'' as per Specification no. 13
Fixing of templates along with foundation bolts as per Drg.
Providing & Fixing Non Clog Pump of 3 BHP 3 Phase of Crompton make or equivalent complete in all respects as per specifications.
P/F MS angle iron nosing of size 50x50x3 mm complete in all respects forcable trenches as per drawing no. CW/DS- 2887 R-1
Providing and fixing neting mesh of 12 guage 50x50 mesh 180 Cms complete in as aspect as per specification
Providing and fixing GI barbed wire in 4 rows complete as per specification
P&F various angle iron posts complete as per drawing
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
GURU CONSTRUCTION CO.
P K TRADERS
M/s Mukul Kumar Prajapati
P K TRADERS
M/s Mukul Kumar Prajapati
DINESH KUMAR GOYAL CONTRACTOR
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