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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC 21D SECTOR 21D FARIDABAD HARYANA 121001 UDYAM HR 03 0004926 06AHTPR7425A1Z6 R M | FARIDABAD | HARYANA | 121001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.4 L+₹9,993 (0.88%)Rejected-AOC VILLAGE MUNDHON SANGTIAN TEHSIL SAS NAGAR MOHALI PUNJAB | MOHALI | SAS NAGAR | PUNJAB | L2 | Rejected-AOC L2 | |
| 3 | L3₹12.1 L+₹78,580 (6.93%)Rejected-AOC 372 KALIA COLONY PHASE 1 JALANDHAR 144008 | JALANDHAR | PUNJAB | 144008 | L3 | Rejected-AOC L3 | |
| 4 | L4₹13.2 L+₹1.8 L (16.1%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹13.4 L+₹2.0 L (17.9%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
Refer Docs
EMD Value
₹26,500
Closing Date
19 Apr 2021, 3:00 pmClosed
Addl SE, Civil Works Division, Jalandhar
Room No. 301, Shakti Sadan, Jalandhar
Construction of 12.5 MVA 66 11 kV Transformer Plinth and allied civil works at 220 kV Kartarpur
2021_POWER_62223_1
CWJ/T-14/2020-21
Open Tender
Civil Works
Item Wise
120 days
220 kV S/S Kartarpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹26,500
Yes
3 May 2021
19 Mar 2021
20 Apr 2021
19 Mar 2021
19 Apr 2021
19 Mar 2021
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 1:4:8 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 .
Preparation of surface for laying crushed stone in yard area.
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 .
First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level.
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 1:4
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 R S Joists
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 (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
Welding by gas or by electric plant, including carriage to and from workshop etc.
Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications
Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
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 stainer and pipe above 75mm dia above: From 0 to 15m
Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 15m but upto 30m
Boring for Hand Pump in clay fitting stainer and pipe above 75mm dia above: Exceeding 30m
Disposal of Surplus Earth/Debris
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.
Fixing of templates along with bolts as per drawing
Providing & Fixing base Plates Size 235x220x12mm for Transformer plinth
Supply & Fixing MS Cleats 65x65x6 mm
Providing and fixing MS Angle iron nosing made out of angle iron 50x50x6with hold fast for T/Plinth complete in all respects
Providing and Fixing of MS 12.5 mm dia 300 mm long anchor bolts as per drawing.
Providing and Fixing M.S Cable Racks of angle 40x40x5 mm @3.0 Kg/m
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 , 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 - T4 - type (1'-9" x 2'-6")
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- Crushed bajri 13.2mm
Extra Carriage of materials & diff. of rates of material- Fine sand
Extra Carriage of materials & diff. of rates of material- Bricks
Extra Carriage of materials & diff. of rates of material- Crushed bajri 11.2mm
Extra Carriage of materials & diff. of rates of material- Coarse Sand
Extra Carriage of materials & diff. of rates of material- Stone metal 40mm
Extra Carriage of materials & diff. of rates of material- Stone metal 40mm
NARINDER SINGH
om namah shivay construction co.
Baldev Singh Randhawa
PAUL AND COMPANY
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