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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAdmitted-Finance PLOT NO 63 CHERAN COLONY K CHETTIPALAYAM MUTHANAMPALAYAM TIRUPUR | TIRUPUR | TIRUPUR | TAMIL NADU | L1 | Admitted-Finance | |
| 2 | L2₹25.7 L+₹25,310.98 (1.00%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | S.Kesavamanikandaprabhu L2 | G.Kanagaraj L1 |
|---|---|---|---|---|---|
| 1.00Name of Work :Upgradation of road at Jagadeesh nagar Existing Borewell to Elite Residency @ Machegoundenpalayam H/o, Seerapalayam panchayat. | |||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. Km 0/0 - 1/480 | 197.1 | sqm | 7 ₹1,379.7 | 6.3 ₹1,241.73 Lowest |
| 3.00 | Picking the existing BT surface and sectioning including all labour charges etc, complete. | 125 | sqm | 24 ₹3,000 | 23.3 ₹2,912.5 Lowest |
| 4.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator 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 plans or as directed by the Engineer (Mix -in - place method) . | 149.06 | Cum | 2,500 ₹3,72,650 | 2,470.9 ₹3,68,312.35 Lowest |
| 5.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 205.31 | Cum | 2,600 ₹5,33,806 | 2,562.8 ₹5,26,168.47 Lowest |
| 6.00 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1,368.75 | sqm | 88 ₹1,20,450 | 87.4 ₹1,19,628.75 Lowest |
| 7.00 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 1,368.75 | sqm | 21 ₹28,743.75 | 20.5 ₹28,059.38 Lowest |
| 8.00 | Bituminous macadam of 50 mm thick shall consist of Construction in a single couse of compacted crushed aggregates premixed with bituminous binder of 80/100 grade at the rate of 3.5 % by weight of total mix to serve as base / binder course in accordance with MORTH rev IV cl.504 specification and in confirmity with drawing. | 68.44 | Cum | 9,000 ₹6,15,960 | 8,967.8 ₹6,13,756.23 Lowest |
| 9.00 | Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508. | 34.22 | Cum | 11,600 ₹3,96,952 | 11,512.7 ₹3,93,964.59 Lowest |
| 10.00 | Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. | 65.7 | Cum | 150 ₹9,855 | 147.1 ₹9,664.47 Lowest |
Tender Value
₹26.4 L
EMD Value
₹26,370
Closing Date
24 Feb 2026, 3:00 pmClosed
Special Officer/Block Development Officer (VP)
Seerapalayam Panchayat Office, Madukkarai -641105
Upgradation of road at Jagadeesh nagar Existing Borewell to Elite Residency at Machegoundenpalayam H-o.Seerapalayam Panchayat in Madukkarai Panchayat Union, Coimbatore District under DTCP Fund
2026_RDTN_661807_1
Roc.No.01/2025/Seerapalayam Pt DTCP Pkg 1
Open Tender
Civil Works
Item Rate
Madukkarai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹26,370
Yes
25 Feb 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
24 Feb 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work :Upgradation of road at Jagadeesh nagar Existing Borewell to Elite Residency @ Machegoundenpalayam H/o, Seerapalayam panchayat. | - | - | - | - |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. Km 0/0 - 1/480 | 197.1 | sqm | - | - |
| 3 | Picking the existing BT surface and sectioning including all labour charges etc, complete. | 125 | sqm | - | - |
| 4 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator 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 plans or as directed by the Engineer (Mix -in - place method) . | 149.06 | Cum | - | - |
| 5 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in Subbase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 205.31 | Cum | - | - |
| 6 | Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1,368.75 | sqm | - | - |
| 7 | Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete | 1,368.75 | sqm | - | - |
| 8 | Bituminous macadam of 50 mm thick shall consist of Construction in a single couse of compacted crushed aggregates premixed with bituminous binder of 80/100 grade at the rate of 3.5 % by weight of total mix to serve as base / binder course in accordance with MORTH rev IV cl.504 specification and in confirmity with drawing. | 68.44 | Cum | - | - |
| 9 | Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508. | 34.22 | Cum | - | - |
| 10 | Collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. | 65.7 | Cum | - | - |
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