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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 CrAccepted-AOC | ₹13.3 Cr | L1 | Accepted-AOC Lowest 1 |
| 2 | L2₹14.5 Cr+₹1.2 Cr (9.16%)Rejected-AOC | ₹14.5 Cr+₹1.2 Cr (9.16%) | L2 | Rejected-AOC Lowest 2 |
| 3 | L3₹14.9 Cr+₹1.6 Cr (12.0%)Rejected-AOC 14258 ST NO 2A GANESHA BASTI BATHINDA | BATHINDA | PUNJAB | 151001 | ₹14.9 Cr+₹1.6 Cr (12.0%) | L3 | Rejected-AOC Lowest 3 |
Tender Value
₹14.6 Cr
EMD Value
₹29.3 L
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Engineer
Executive Engineer Construction Division No.1 Jalandhar Cantt .
Construction of Govt Sen Sec School G2 Storey at Nurmehal District Jalandhar
2026_CEPW_162069_1
Bid no 22 Dated 24.02.2026G2 storey Nurmahal
Open Tender
Civil Works - Buildings
Percentage
365 days
jalandhar cantt
Attached
12 documents required · 12 mandatory
₹50,000
Yes
₹29.3 L
Yes
Jalandhar Cantt
10 Aug 2026
27 Feb 2026
20 Mar 2026
27 Feb 2026
19 Mar 2026
27 Feb 2026
10 Mar 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 | Civil Works | - | - | - | - |
| 2 | Construction of Block-B Left (G+2 Storey) in RCC Frame Structure as per Architect drawings & Specifications | - | - | - | - |
| 3 | 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. | 192.92 | Cum. | 35.82 | ₹6,910.39 |
| 4 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type | 77.17 | Cum. | 4,177.64 | ₹3,22,388.48 |
| 5 | Providing and applying Anti Termite Treatment using pre constructional chemical treatment measures as per IS - 6313 - 2001 ( Part 2 ) & using Chemical containg chloropyrifos systemic insecticide diluted to manufacturer's specifications (i) In foundation pits, by treating the bottom & sides upto height of 300mm by uniformly spraying solution @ 5 Litre / Sqm (ii) In the refill earth on both sides of all built up walls @ 7.5 Litre / Running meter ( width - 300 mm, depth - 450 mm ) (iii) Before laying the floor, by uniformly sprinkling the top surface of the consolidated earth within the outer perimeter @ 5 Litre solution per Sqm. | 321.75 | ltr | 391.9 | ₹1,26,093.83 |
| 6 | Reinforced cement concrete M-25 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. (As per CSR Preface Para 21 rate for superstructure is applicable since the foundation depth is 8'-4" (2.54mtr deep) from the Ground Level) | 368.83 | Cum | 6,986.33 | ₹25,76,768.09 |
| 7 | Reinforced cement concrete M-25 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. | 56.86 | Cum | 6,196.2 | ₹3,52,315.93 |
| 8 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 606.41 | sqm | 221.24 | ₹1,34,162.15 |
| 9 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
(As per CSR Preface Para 21 rate for superstructure is applicable since the foundation depth is 8'-4" (2.54mtr deep) from the Ground Level) | 177.33 | Cum | 6,094.36 | ₹10,80,712.86 |
| 10 | 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. | - | - | - | - |
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