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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹89.4 LAccepted-Finance | ₹89.4 L | L1 | Accepted-Finance First Lowest |
| 2 | L2₹90.0 L+₹64,036.07 (0.72%)Accepted-Finance | ₹90.0 L+₹64,036.07 (0.72%) | L2 | Accepted-Finance Second Lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Non Responsive |
Tender Value
₹97.0 L
EMD Value
₹1.9 L
Closing Date
21 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER PROVINCIAL DIVISION PWD B AND R BR JALANDHAR CANTT
CONSTRUCTION OF CREMATION GROUND IN RAM BAGH AT DEEP NAGAR, JALANDHAR CANTT. WARD NO. 14 UNDER MPLADS SCHEME
2026_CEPW_168135_1
Bid No 06 of 11/05/2026
Open Tender
Civil Works - Buildings
Percentage
120 days
JALANDHAR
Please refer Tender documents.
13 documents required · 13 mandatory
₹5,000
₹1.9 L
Yes
10 Jun 2026
11 May 2026
22 May 2026
11 May 2026
21 May 2026
11 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | i) CIVIL WORKS:- | - | - | - | - |
| 2 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m & Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead
upto 30 metres | 101.88 | Cum | 102.19 | ₹10,411.12 |
| 3 | Cement Concrete 1:5:10 with stone ballast of size. 40 mm gauge using mechanical mixer. | 10.19 | Cum | 4,019.95 | ₹40,963.29 |
| 4 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 38.12 | Cum | 5,876.11 | ₹2,23,997.31 |
| 5 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. | 106.62 | Cum | 6,665.19 | ₹7,10,642.56 |
| 6 | 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 | 173.08 | Qtl | 7,919.16 | ₹13,70,648.21 |
| 7 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering ) | 57.17 | Sqm | 221.24 | ₹12,648.29 |
| 8 | Centering and shuttering for columns (Square or ractangular or poly gonal in plain) | 67.92 | Sqm | 502.52 | ₹34,131.16 |
| 9 | Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. | 349.32 | Sqm | 400.33 | ₹1,39,843.28 |
| 10 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | 449.35 | Sqm | 560.46 | ₹2,51,842.7 |
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