Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹107.3 CrAccepted-AOC NO 41 21 PERAMBUR BARRACKS ROAD PATTALAM CHENNAI 12 | 12 | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹114.8 Cr+₹2.2 Cr (1.93%)Rejected-Finance SAKTHI MAHAL 63 PERUNDURAI ROAD ERODE 638011 | ERODE | ERODE | TAMIL NADU | 638011 | L2 | Rejected-Finance L2 | |
| 3 | L3₹117.9 Cr+₹5.2 Cr (4.61%)Rejected-Finance P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | P MANICKAM AND CO L1 | P and C Projects Private Limited L3 | R.R.THULASI BUILDERS (INDIA) PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | ||||||
| 1.01 | Upto 2.40m Depth. | 3,770 | cu.m | 310 ₹11,68,700 Lowest | 330 ₹12,44,100 | 320 ₹12,06,400 |
| 1.02 | Above 2.40m to 3.30m Depth. | 1,420 | cu.m | 340 ₹4,82,800 Lowest | 370 ₹5,25,400 | 360 ₹5,11,200 |
| 1.03 | Above 3.30m to 4.20m Depth. | 1,420 | cu.m | 380 ₹5,39,600 Lowest | 400 ₹5,68,000 | 390 ₹5,53,800 |
| 1.04 | Above 4.20m to 4.40m Depth. | 475 | cu.m | 420 ₹1,99,500 Lowest | 440 ₹2,09,000 | 430 ₹2,04,250 |
| 2.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct- ed by the departmental officers. | 990 | Cu.m | 120 ₹1,18,800 Lowest | 130 ₹1,28,700 | 120 ₹1,18,800 Lowest |
| 3.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 815 | Cu.m | 280 ₹2,28,200 Lowest | 300 ₹2,44,500 | 290 ₹2,36,350 |
| 4.00 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314- 1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, re- moving the sheet piles, fixing Casurina poles, etc., com- plete and all other incidental charges (0-5mts) | 165 | Rm | 6,140 ₹10,13,100 Lowest | 6,550 ₹10,80,750 | 6,370 ₹10,51,050 |
| 5.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 4,960 | Cu.m | 170 ₹8,43,200 Lowest | 180 ₹8,92,800 | 170 ₹8,43,200 Lowest |
| 6.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 710 | Cu.m | 1,650 ₹11,71,500 Lowest | 1,760 ₹12,49,600 | 1,710 ₹12,14,100 |
Tender Value
Refer Docs
EMD Value
₹53.6 L
Closing Date
16 Jul 2025, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Construction of New Multistoried C type quarters 190 Nos at Todhunter Nagar, Saidapet, Chennai 15
2025_PWD_581163_1
TNPWD/08 BCM/2025-26
Open Tender
Construction Works
Lump-sum
Saidapet
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹53.6 L
22 Apr 2026
12 Jul 2025
16 Jul 2025
12 Jul 2025
16 Jul 2025
12 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers. | |||||
| 1.01 | Upto 2.40m Depth. | 3,770 | cu.m | - | - |
| 1.02 | Above 2.40m to 3.30m Depth. | 1,420 | cu.m | - | - |
| 1.03 | Above 3.30m to 4.20m Depth. | 1,420 | cu.m | - | - |
| 1.04 | Above 4.20m to 4.40m Depth. | 475 | cu.m | - | - |
| 2 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct- ed by the departmental officers. | 990 | Cu.m | - | - |
| 3 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 815 | Cu.m | - | - |
| 4 | Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314- 1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, re- moving the sheet piles, fixing Casurina poles, etc., com- plete and all other incidental charges (0-5mts) | 165 | Rm | - | - |
| 5 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 4,960 | Cu.m | - | - |
| 6 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 710 | Cu.m | - | - |
stage.html
html • 0.05 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 • 0.12 MB
PQAPPLNCtype.pdf
Tender Documents • 0.26 MB
CONDITIONSCtype.pdf
Tender Documents • 0.36 MB
BOQ_694509.xls
BOQ • 0.63 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .