Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | ₹2.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 LRejected-AOC 138 SEC 21 A MANDI GOBINDGARH | ₹2.5 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JAGDISH KUMAR CONTRACTOR L1 | BALWINDER SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means JCB or Hydraulic excavator in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint hole, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing etc. and removal of suplus soil outside/inside the town involving lead upto 15 mtr. complete in all respect. | 443.8 | cum | 101.39 ₹44,996.88 | 103.54 ₹45,951.05 |
| 2.00 | 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. | 19.93 | cum | 207.31 ₹4,131.69 | 211.7 ₹4,219.18 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1:6 in foundation and plinth | 12.59 | cum | 6,501.79 ₹81,857.54 | 6,639.63 ₹83,592.94 |
| 4.00 | 10mm thick cement plaster 1:4 on sides walls | 37.18 | sqm | 186.8 ₹6,945.22 | 190.76 ₹7,092.46 |
| 5.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 0.28 | cum | 9,997.33 ₹2,799.25 | 10,209.27 ₹2,858.60 |
| 6.00 | Cement Conc. 1:2:4 including supply, carriage & with stone ballast or shingle | 1.68 | Cum | 5,955.54 ₹10,005.31 | 6,081.8 ₹10,217.42 |
| 7.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 2.07 | cum | 4,742.42 ₹9,816.81 | 4,842.96 ₹10,024.93 |
| 8.00 | Lowering, jointing of RCC NP‑2 plain end pipes 300 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | 308.62 | metre | 162 ₹49,996.44 | 165.43 ₹51,055.01 |
| 9.00 | Jointing and cutting of RCC NP‑2 plain end pipes 150 mm dia for vent pipe into trenches and laying same to correct alignment as per IS 458:2003 (@2.50 metre / No) | 7.5 | metre | 85.33 ₹639.98 | 87.14 ₹653.55 |
| 10.00 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D‑tank | 1 | qtl | 10,410.87 ₹10,410.87 | 10,631.58 ₹10,631.58 |
Tender Value
₹4.1 L
EMD Value
₹8,288
Closing Date
4 May 2026, 1:00 pmClosed
Executive Engineer harike canal division ferozepur
Executive Engineer harike canal division ferozepur
LAYING UNDERGROUND PIPELINE AT OUTLET RD 92955-L OF BUTEWAH DISTY
2026_WR_160113_32
0041/Harike Canal Division/2025-26
Open Tender
Civil Works - Water Works
Executive Engineer harike canal division ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹8,288
30 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation by mechanical means JCB or Hydraulic excavator in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint hole, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing etc. and removal of suplus soil outside/inside the town involving lead upto 15 mtr. complete in all respect. | 443.8 | cum | - | - | t1 |
| 2 | 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. | 19.93 | cum | - | - | t2 |
| 3 | First class brick masonary 229 mm thick laid in cement sand mortar 1:6 in foundation and plinth | 12.59 | cum | - | - | t3 |
| 4 | 10mm thick cement plaster 1:4 on sides walls | 37.18 | sqm | - | - | t4 |
| 5 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 0.28 | cum | - | - | t5 |
| 6 | Cement Conc. 1:2:4 including supply, carriage & with stone ballast or shingle | 1.68 | Cum | - | - | t6 |
| 7 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 2.07 | cum | - | - | t7 |
| 8 | Lowering, jointing of RCC NP‑2 plain end pipes 300 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | 308.62 | metre | - | - | t8 |
| 9 | Jointing and cutting of RCC NP‑2 plain end pipes 150 mm dia for vent pipe into trenches and laying same to correct alignment as per IS 458:2003 (@2.50 metre / No) | 7.5 | metre | - | - | t9 |
| 10 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D‑tank | 1 | qtl | - | - | t10 |
stage.html
html • 0.04 MB
tech_eval.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 • 0.68 MB
SBD.pdf
Tender Documents • 0.97 MB
BOQ_339257.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid