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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC NULL | ₹1.8 Cr | L1 | Accepted-AOC Award of Contract the B.B.C. CONSTRUCTIONS by the committee for the Lower Bidder than others |
| 2 | L2₹1.9 CrRejected-AOC GIDDERBAHA PUNJAB | ₹1.9 Cr | L2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | B.B.C. CONSTRUCTIONS L1 | M/S Sanjeev Sehgal Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed
within lead of 30 meters. | 237.75 | Cum | 2,000 ₹8,080 | 11,327 ₹45,761.08 |
| 2.00 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 3 km | 35,502.85 | Cum | 10 ₹36,953.50 | 10 ₹36,953.50 |
| 3.00 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per
P.W.D specifications. | 2,023.17 | Cum | 15 ₹55,430.25 | 20 ₹73,907 |
| 4.00 | Dressing of Earth work | 51,644.05 | Sqm | 6,565 ₹78.4 L | 6,773 ₹80.8 L |
| 5.00 | Jungle clearance on running canals and branches, and drains with discharge more than
9 Cum/s. (iii) Heavy type | 26.43 | Km | 205 ₹18.3 L | 222 ₹19.8 L |
| 6.00 | Washing concrete surface scrubbing with
brushes including preparing and laying slurry | 3,695.35 | Sqm | 1,000 ₹27,000 | 685 ₹18,495 |
| 7.00 | Laying C.C 1:4:8 with brick ballast | 123.03 | Cum | 12,000 ₹12,000 | 8,883 ₹8,883 |
| 8.00 | Nicking cement concrete surface (over 28 days old including preparation and laying slurry | 3,694.01 | Sqm | 20 ₹80,797.40 | 12 ₹48,478.44 |
| 9.00 | First class burnt brick work laid in cement sand
mortar 1:3 in foundation and plinth | 1,193.65 | Cum | 113 ₹77.2 L | 120 ₹82.0 L |
| 10.00 | 12.5 mm thick cement plaster 1:3 | 891.49 | Sqm | 80 ₹2.6 L | 99 ₹3.2 L |
Updated dates
Tender Value
₹1.7 Cr
EMD Value
₹3.5 L
Closing Date
25 Mar 2026, 10:00 amClosed
Executive Engineer, Abohar Canal Ground Water Divi
Executive Engineer, Abohar Canal Ground Water Divi
Estimate of Raising of Abohar Branch From Rd 524666 to RD 537920
2026_WR_162132_4
E-Tendering Notice No.27/Abohar Canal Ground Water Division /2025-26 Dated 26/02/2026
Open Tender
Civil Works - Canal
FAZILKA
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
₹3.5 L
Yes
Executive Engineer, Abohar Canal Ground Water Divi
23 Apr 2026
26 Feb 2026
25 Mar 2026
27 Feb 2026
25 Mar 2026
27 Feb 2026
9 Mar 2026
Project in-charge
Work Manager/Site Engineer
Engineering Graduate
Skilled employees
UnSkilled employees
PUNJAB IRRIGATION DEPARTMENT
Name of Constructor/Agency/L & C Society
Name of the Work
Concrete Mixer
Tractor/tractor with Scrapper
Drilling Machine
Air Compressor
Vibrator
Welding Set
Jack Hammer
Hot mix Plant
Paver Sensor Ordinary
Road Roller
Vibratory Compactor
Tar Boiler
Water Tanker
PUNJAB IRRIGATION DEPARTMENT
Name of the Contractor / L&C Society
Name of the Work
Please fill information about the each relevant work completed during the last Five years for works Costing more than Rs._________________
Name of Employer
Item Rate BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.
Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 3 km
Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
Dressing of Earth work
Jungle clearance on running canals and branches, and drains with discharge more than 9 Cum/s. (iii) Heavy type
Washing concrete surface scrubbing with brushes including preparing and laying slurry
Laying C.C 1:4:8 with brick ballast
Nicking cement concrete surface (over 28 days old including preparation and laying slurry
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth
12.5 mm thick cement plaster 1:3
Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25- 1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H
Advance Direction sign board 1200x1800mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 – 2012.
Clearance internal section(weed,jalla,deela, sarkanda, jungle butti, dhorra, silts etc of Abohar Branch ( side slope only)
Any Other Item
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