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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹49.4 LAccepted-AOC MANSA BUS STAND ONE WAY TRAFFIC ROAD MANSA | MANSA | MANSA | PUNJAB | ₹49.4 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹49.7 LRejected-AOC BATHINDA | BATHINDA | PUNJAB | 151001 | ₹49.7 L | 2 | Rejected-AOC 2nd Lowest Bidder |
| 3 | 3₹50.2 LRejected-AOC 73 GREEN CITY PHASE I NEAR VISHKARMA MARKET BATHINDA PUNJAB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹50.2 L | 3 | Rejected-AOC 3rd Lowest Bidder |
| 4 | 4₹52.7 LRejected-AOC BATHINDA | ₹52.7 L | 4 | Rejected-AOC 4th Lowest Bidder |
| Sl No | Description | Qty | Unit | LACHHMAN DASS CONTRACTOR L2 | GARG CONTRACTOR L4 | KAMAL BANSAL CONTRACTOR L1 | PARKASH CHAND CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (item 6.2 (a)) | 1 | Cum | 10 ₹10 | 82 ₹82 | 10 ₹10 | 22 ₹22 |
| 2.00 | Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods (item 6.2 (b)) | 1 | Cum | 100 ₹100 | 115 ₹115 | 114.84 ₹114.84 | 100 ₹100 |
| 3.00 | Dressing of New Earthwork (item6.3 (i)) | 1 | Sqm | 1 ₹1 | 1.3 ₹1.30 | 0.11 ₹0.11 | 1 ₹1 |
| 4.00 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed (item 6.8 (b-i)) | 1 | Cum | 50 ₹50 | 150 ₹150 | 147.5 ₹147.50 | 100 ₹100 |
| 5.00 | Re-handling of earthwork recently executed (item 6.2 (a)-note II) | 1 | Cum | 10 ₹10 | 65 ₹65 | 10 ₹10 | 22 ₹22 |
| 6.00 | Dag belling single kassi stroke minimum 7.5 cm depth (item 6.18 (a)) | 1 | KM | 100 ₹100 | 850 ₹850 | 11 ₹11 | 100 ₹100 |
| 7.00 | Dismantling Brick Work tile masonry or tile lining in Cement mortar (item 8.5 (b)) | 1 | Cum | 705 ₹705 | 720 ₹720 | 718.54 ₹718.54 | 718 ₹718 |
| 8.00 | Dressing of Bed and Preparation of Sub-grade for Liningcomplete in all respect as per pwd speicification (item 19.1) | 1 | Sqm | 1 ₹1 | 11.5 ₹11.50 | 11.35 ₹11.35 | 6 ₹6 |
| 9.00 | First Class burnt brick work laid in cement sand mortar 1:6 in foundation and plinith (item 11.3 (i)) | 1 | Cum | 6,146 ₹6,146 | 6,500 ₹6,500 | 6,081 ₹6,081 | 6,168 ₹6,168 |
| 10.00 | 10 mm thick Cement Plaster qirh cement sand mortar 1:4 on side Walls (item 15.6-1.26) | 1 | Sqm | 175 ₹175 | 200 ₹200 | 171 ₹171 | 175 ₹175 |
Updated dates
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
24 Feb 2026, 10:00 amClosed
ramandeep singh
Nehianwala
Estimate for Relining/Lining of Watercourse of O/L RD 29174-L of Deon Mr. of Kotbhai Disty by Brick Masonary of Village Nehianwala Sivian
2026_WR_160083_1
05/2026
Open Tender
Civil Works
Nehianwala
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Yes
₹82,000
Yes
Bathinda
6 Apr 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
18 Feb 2026
Project in-charge
Work Manager/Site Engineer
Engineering Graduate
Skilled employees
UnSkilled employees
PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION (BATHINDA PWRMDC DIVISION, BATHINDA)
Name of Constructor/Agency/L & C Society
Name of the Work
Truck/Tractor with trolley
Water Tanker
Sheep foot roller
Mortar tank
Soaking tank
Standard measuring box 1’ x 1’ x 11/4’ depth
PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION (BATHINDA PWRMDC DIVISION, BATHINDA)
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 Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (item 6.2 (a))
Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods (item 6.2 (b))
Dressing of New Earthwork (item6.3 (i))
Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed (item 6.8 (b-i))
Re-handling of earthwork recently executed (item 6.2 (a)-note II)
Dag belling single kassi stroke minimum 7.5 cm depth (item 6.18 (a))
Dismantling Brick Work tile masonry or tile lining in Cement mortar (item 8.5 (b))
Dressing of Bed and Preparation of Sub-grade for Liningcomplete in all respect as per pwd speicification (item 19.1)
First Class burnt brick work laid in cement sand mortar 1:6 in foundation and plinith (item 11.3 (i))
10 mm thick Cement Plaster qirh cement sand mortar 1:4 on side Walls (item 15.6-1.26)
10 mm thick Cement Plaster qirh cement sand mortar 1:4 on Bed and top of side walls (item 15.38)
RCC work hand mixed 1:2:4 for slab including steel reinforcement (item 10.13(a-i))
Shuttering for faces of Concrete foundations and foundation beam & plinth beam (Vertical or battering) (item 9.1)
Fixing of frame (item N.S)
Supplying & Laying Dry Brick Bats (item 10.29)
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