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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC DASHMESH NAGAR FEROZEPUR CITY | FEROZEPUR | FEROZEPUR | PUNJAB | ₹23.7 L Quoted ₹24.1 L | L1 | Accepted-AOC Responsive |
| 2 | L2₹24.4 LRejected-AOC VILLAGE DONA MATTAR GURUHARSAHAI FEROZEPUR | ₹24.4 L | L2 | Rejected-AOC Responsive |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹24.8 L
EMD Value
₹49,609
Closing Date
2 Apr 2026, 4:00 pmClosed
Xen Provl Divn PWD B and R Ferozepur
Xen Provl Divn PWD B and R Ferozepur
STRENGTHNING OF AYUSHMAN AROGYA KENDRAS AAKS AAM ADMI CLINIC AACS IN VILL KHALCHI QADIM DISTRICT FEROZEPUR
2026_CEPW_164040_2
Tender Notice No 46 Dated 18.03.2026
Open Tender
Civil Works - Buildings
60 days
Xen Provl Divn PWD B and R Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹49,609
7 May 2026
24 Mar 2026
2 Apr 2026
24 Mar 2026
2 Apr 2026
24 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 |
|---|---|---|---|---|---|
Part-A (Civil Work )
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 | - | Cum | - | - | |
Cement concrete 1:5:10 with stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type | - | Cum | - | - | |
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth. | - | Cum | - | - | |
First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. | - | Cum | - | - | |
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. | - | Sqm | - | - | |
Reinforced cement concrete M-20 mechanically mixed using voluemetric type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. | - | Cum | - | - | |
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 550 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding, bending and placing in position complete | - | Qtl | - | - | |
Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing | - | Sqm | - | - | |
Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. | - | Rmt | - | - | |
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS Clamp U-PVC pipes (working pressure 4kgf. / sqcm) pipe 110 mm dia. | - | Rmt | - | - |
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