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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC 78 WARD NO 2 MUNDI KHARAR | ₹6.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.8 LRejected-AOC H NO 428 STREET NO 5 NEAR GUGA MARI MANDIR VILLAGE JHAMPUR SAS NAGAR | SAS NAGAR | SAS NAGAR | PUNJAB | ₹6.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹7.0 LRejected-AOC 1625 B 1 OLD GADDA KHANNA ARYA SAMAJ PATIALA | PATIALA | PATIALA | PUNJAB | ₹7.0 L | L3 | Rejected-AOC L3 |
| 4 | L4₹7.1 LRejected-AOC NEAR VIJAY DENTAL CLINIC NABHA GATE DISTT PATIALA | PATIALA | PUNJAB | 140401 | ₹7.1 L | L4 | Rejected-AOC L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹7.3 L
EMD Value
₹14,680
Closing Date
20 Feb 2026, 2:00 pmClosed
Executive Engineer
Construction Division No.1, PWD B and R, Mohali
Construction of Boundry Wall and Parking Area for Animal Husbandry Hospital at S.A.S Nagar(Mohali)
2026_CEPW_159793_1
Bid No.2 Dated 04.02.2026
Open Tender
Civil Works - Buildings
60 days
MC Kharar
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹14,680
Yes
9 Mar 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
20 Feb 2026
10 Feb 2026
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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
Compaction of Earth work Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers)
Granular Sub-Base Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications
Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type
Precast Cement Concrete Kerb (a) Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibro- hydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge
First class burnt brick 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 upto 4 metres above plinth level.
Centring and shuttering for columns (Square or rectangular or poly gonal in plain)
Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
Reinforced cement cocrete M-20 mechanicaly batch mixed using batch type mixer and needle vibrator but excluding steel reinforcement, centering and shuttering in foundation and plinth.
Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786- 2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
20mm thick cement plaster 1:4 in two coat work.
Site clearance Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to1.5 m in all kinds of soil.
Construction of Embankment with Good QualityEarth obtained from Borrow pits Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specificationsConstruction of Embankment with Good QualityEarth obtained from Borrow pits Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications
Black Granite stone tiles 15mm to 20mm thick in skirting, risers of steps, dado walls and pillars laid in 12.5mm thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of stone, including rubbing and polishing including labour for fixing dowel pins and cramps.
Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.
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