Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Qualified |
| 2 | L2₹1.7 CrRejected-Finance | ₹1.7 Cr | L2 | Rejected-Finance Highest rate amount Quoated |
| 3 | Rejected-Technical | - | - | Rejected-Technical Si No 2,3,4,5,6,7,8,9,10,11,12,13 Not Uploaded |
| 4 | Rejected-Technical | - | - | Rejected-Technical 5,6,7,8,9,10,11,12,13 Not Uploaded |
| Sl No | Description | Qty | Unit | Kotteeswaran L2 | S.R.L ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 1,925 | M2 | 162 ₹3.1 L | 162 ₹3.1 L |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 1,444 | M³ | 2,573.3 ₹37.2 L | 2,573.3 ₹37.2 L |
| 3.00 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- Sand and Eight Part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 963 | M³ | 5,474.25 ₹52.7 L | 5,474 ₹52.7 L |
| 4.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 770 | M2 | 330 ₹2.5 L | 330 ₹2.5 L |
| 5.00 | Plain Cement Concrete 1:1.5:3 (one cement, one and half Crushed Stone Sand (M- Sand) and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 963 | M³ | 7,305.35 ₹70.4 L | 7,305.35 ₹70.4 L |
| 6.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 193 | M2 | 479 ₹92,447 | 479 ₹92,447 |
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
9 Mar 2026, 3:00 pmClosed
Executive Officer
Executive Officer Thirukalulkundram Town Panchayat Chengalpattu District
Conversion of Earthern to Cement Concrete Road to Ward 01 Teachers Nagar 8th Main Road 8th Cross Street,Teachers Nagar 12th Main Road 1st Cross Street,Teachers nagar13th,14th 1st Cross Link Road,Teachers nagar 13th,14th 2nd Cross Link Road,Thiruppur
2026_DTP_669974_1
84/2026 KNMT 2025-26 E TO R
Open Tender
Civil Works - Roads
180 days
Thirukalukundram Town Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹2.1 L
Yes
Thirukalukundram Town Panchayat Chengalpattu
11 Mar 2026
4 Mar 2026
9 Mar 2026
4 Mar 2026
9 Mar 2026
4 Mar 2026
5 Mar 2026
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- Sand and Eight Part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
Plain Cement Concrete 1:1.5:3 (one cement, one and half Crushed Stone Sand (M- Sand) and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification
Please Enable Macros to View BoQ information
stage.html
html • 0.05 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 • 5.96 MB
Tendernotice_2.pdf
PDF • 1.21 MB
BOQ_805132.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid