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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAdmitted-Finance 2A EAST MGR NAGAR KRISHNA COLONY SINGANALLUR COIMBATORE 641 005 | COIMBATORE | TAMIL NADU | 641005 | L1 | Admitted-Finance | |
| 2 | L2₹24.8 L+₹12,152.62 (0.49%)Admitted-Finance PLOT NO 63 CHERAN COLONY K CHETTIPALAYAM MUTHANAMPALAYAM TIRUPUR | TIRUPUR | TIRUPUR | TAMIL NADU | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | meghavarna L1 | G.Kanagaraj L2 |
|---|---|---|---|---|---|
| 1.00Name of Work:Construction of Bed Level causeway near Odai Pillaiyar koil at seerapalayam H/o Seerapalayam pt | |||||
| 2.00 | Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers. | 255.77 | cum | 260 ₹66,500.2 Lowest | 280 ₹71,615.6 |
| 3.00 | Plain Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers.. | 37.15 | cum | 5,369 ₹1,99,458.35 Lowest | 5,400 ₹2,00,610 |
| 4.00 | Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications | 294.46 | sqm | 550 ₹1,61,953 Lowest | 550 ₹1,61,953 Lowest |
| 5.00 | Plain Cement concrete 1:2:4 using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers | 132.56 | Cum | 6,666 ₹8,83,644.96 Lowest | 6,670 ₹8,84,175.2 |
| 6.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, | 83.5 | cum | 396 ₹33,066 Lowest | 400 ₹33,400 |
| 7.00 | 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) | 32.84 | Cum | 2,460 ₹80,786.4 Lowest | 2,462 ₹80,852.08 |
| 8.00 | 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. | 32.84 | Cum | 2,562 ₹84,136.08 Lowest | 2,570 ₹84,398.8 |
| 9.00 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 51.99 | Cum | 7,083 ₹3,68,245.17 Lowest | 7,090 ₹3,68,609.1 |
| 10.00 | Toward supply of 1.00m dia 2.50 length RCC hume pipe including all labour charges etc | 37.5 | Rm | 4,576 ₹1,71,600 Lowest | 4,580 ₹1,71,750 |
Tender Value
₹24.9 L
EMD Value
₹24,940
Closing Date
5 Feb 2026, 3:00 pmClosed
Special Officer/BDO(VP), Madukkarai
Block Development Officer (VP), Palakkadu Main Road, Madukkarai - 641105
Construction of bed level Caseway near odai Pillaiyar kovil at Seerapalayam H.o.Seerapalayam Panchayat in Madukkarai Panchayat Union, Coimbatore District under Panchayat General Fund 2025-2026
2026_RDTN_649428_1
Roc.No.01/2025 Date.29.01.2026 Seerapalayam Pt PKG 7
Open Tender
Civil Works
Item Rate
Madukkarai
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹24,940
Yes
6 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
5 Feb 2026
31 Jan 2026
Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.
Plain Cement concrete 1:4:8 (One of cement, four of sand and eight of hard broken stone) using 40mm size hard broken stone for foundation inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers..
Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications
Plain Cement concrete 1:2:4 using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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)
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.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Toward supply of 1.00m dia 2.50 length RCC hume pipe including all labour charges etc
Labour charges of 1.00m dia 2.50 length RCC hume pipe including all labour charges etc
Toward cost and supply of Guide post etc
Provision for Nameboard charges
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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