Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 LAccepted-AOC | ₹26.5 L | L1 | Accepted-AOC Accept |
| 2 | L2₹27.8 LRejected-AOC KOT KHALSA ROAD AMRITSAR | AMRITSAR | AMRITSAR | PUNJAB | ₹27.8 L | L2 | Rejected-AOC Reject |
Tender Value
₹32.0 L
EMD Value
₹63,982
Closing Date
1 May 2026, 11:00 amClosed
Executive Engineer Construction Division No.3 Asr
Executive Engineer Construction Division No.3 Asr
Construction of Boundary Wall and Fixing of PPGL Sheets at Ram Tirath Temple in District Amritsar
2026_CEPW_166641_1
Asr/C-3/06 Dated 20/04/2026
Open Tender
Civil Works - Buildings
90 days
Ram Tirath
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,000
₹63,982
Yes
22 Jun 2026
21 Apr 2026
1 May 2026
21 Apr 2026
1 May 2026
21 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work isnot involved and not exceeding 2.0 metres pthincluding dressing of bottom and sides oftrenches, stacking the excavated soil clear fromthe edge of excavation and subseqent fillingaround masonry in 15 cm, layers ith compactionincluding disposal of all surplus soil as directedwithin lead of 30 metres. | - | cum | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by mechanical means using concretemixer volumetric type | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibratedby needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Damp proof course 2.5cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30
penetration at 1.65 Kg per sqm laid hot and sanded | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | 1st class B:B work laid in cement mortor 1:5 in super structure. | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Reinforced cement concrete M-25 mechanically batch mixed using batch typeconcrete mixer as per IS:1791 and vibratedby needle vibrator but excluding steelreinforcement centring and huttering in superstructure. | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Shuttering for faces of concrete foundations and foundation
beam & plinth beam (vertical or battering) | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | Cold twisted detormed (Ribbed/ Tor steel) 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 binding placing in position complete | - | Qtl | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | 12.5 mm thick cement plaster with C.M. 1:4 | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.82 MB
SBDboundarywall.pdf
Tender Documents • 7.30 MB
BOQ_338236.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid