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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC | ₹24.9 L Quoted ₹20.9 L | L1 | Accepted-AOC Committee decision |
| 2 | L2₹20.9 LRejected-Finance | ₹20.9 L | L2 | Rejected-Finance Quoted amount above estimate |
| Sl No | Description | Qty | Unit | N.MUTHUKUTTI L2 | N Chadrasekar L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all classes of Soils and Sub soils except hard rock requiring blasting including initial lead and lift, dressing the excavation upto bed level for Foundation as SS 20 B specification etc., complete | 25.74 | Cum | 200 ₹5,148 | 197.8 ₹5,091.37 |
| 2.00 | Earthwork excavation in all classes of Soils and Sub soils except hard rock requiring blasting including initial lead and lift, dressing the excavation upto bed level for Foundation as SS 20 B specification etc., complete | 236.73 | Cum | 135 ₹31,958.55 | 131.8 ₹31,201.01 |
| 3.00 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, labour charges for mixing, laying, compacting and curing concrete etc., complete | 17.16 | Cum | 5,315 ₹91,205.40 | 5,312.5 ₹91,162.50 |
| 4.00 | Cement Concrete 1:3:6 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, labour charges for mixing, laying, compacting and curing concrete etc., complete | 32.89 | Cum | 6,070 ₹2.0 L | 6,064 ₹2.0 L |
| 5.00 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete. | 286 | Sqm | 365 ₹1.0 L | 364.5 ₹1.0 L |
| 6.00 | Construction of Granular Sub base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal @ 20% & 2.36mm below IRC HBG metal @ 15% & the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in Uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100 kN capacity and finished in accordance with the requirements of the specification and thickness as per approved design - GSB Grade III specification - Mix in Place method | 197.28 | Cum | 1,858 ₹3.7 L | 1,853 ₹3.7 L |
| 7.00 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. (Output for 225 Sqm) - SE(R.D) Data Issued on THAI scheme work Scrutiny | 1,578.2 | Sqm | 820 ₹12.9 L | 817 ₹12.9 L |
Tender Value
Refer Docs
EMD Value
₹24,900
Closing Date
13 Jan 2026, 3:00 pmClosed
Block Development Officer (B.Pt)
Panchayat Union Office Cheranmahadevi
Providing Paver Block Pavement in main street in Pottal at Pottal Panchayat
2026_RDTN_641358_2
A2/3993/2025 Mines work
Open Tender
Civil Works
120 days
Pottal
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹24,900
30 Mar 2026
9 Jan 2026
13 Jan 2026
9 Jan 2026
13 Jan 2026
10 Jan 2026
Amount
Earthwork excavation in all classes of Soils and Sub soils except hard rock requiring blasting including initial lead and lift, dressing the excavation upto bed level for Foundation as SS 20 B specification etc., complete
Earthwork excavation in all classes of Soils and Sub soils except hard rock requiring blasting including initial lead and lift, dressing the excavation upto bed level for Foundation as SS 20 B specification etc., complete
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, labour charges for mixing, laying, compacting and curing concrete etc., complete
Cement Concrete 1:3:6 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, labour charges for mixing, laying, compacting and curing concrete etc., complete
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Construction of Granular Sub base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65%, 4.75 to 2.36mm IRC HBG metal @ 20% & 2.36mm below IRC HBG metal @ 15% & the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% respectively) spreading in Uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100 kN capacity and finished in accordance with the requirements of the specification and thickness as per approved design - GSB Grade III specification - Mix in Place method
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504. (Output for 225 Sqm) - SE(R.D) Data Issued on THAI scheme work Scrutiny
N.MUTHUKUTTI (BID ID -1562051)
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