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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC | ₹34.8 L | L1 | Accepted-AOC Quoted below |
| 2 | L2₹35.2 L+₹38,101.98 (1.09%)Rejected-Finance | ₹35.2 L+₹38,101.98 (1.09%) | L2 | Rejected-Finance Quoted Above |
| Sl No | Description | Qty | Unit | PTK and CO L2 | MOHANRAJ V L1 |
|---|---|---|---|---|---|
| 1.00Name of Work: Construction of Two class room building at Panchayat Union Elementary school, Kanuvaipalayam H/o Marudhur panchayat | |||||
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 107.93 | Cum | 270 ₹29,141.1 | 263.5 ₹28,439.56 Lowest |
| 3.00 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 20.74 | Cum | 1,720 ₹35,672.8 | 1,713 ₹35,527.62 Lowest |
| 4.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 24.69 | Cum | 5,330 ₹1,31,597.7 | 5,321 ₹1,31,375.49 Lowest |
| 5.00 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 60.88 | Cum | 50 ₹3,044 | 45 ₹2,739.6 Lowest |
| 6.00 | Supplying and filling of good earth filling locally available earth transported from the outside including consolidation, leveling specified in layers of not exceeding 200 mm thick., etc. complete. | 60.34 | Cum | 130 ₹7,844.2 | 120 ₹7,240.8 Lowest |
| 7.00 | Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. Footing, Plinth Beam, etc. | 72.39 | Sqm | 555 ₹40,176.45 | 547.5 ₹39,633.53 Lowest |
| 8.00 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 190.63 | Sqm | 1,100 ₹2,09,693 | 1,095 ₹2,08,739.85 Lowest |
| 9.00 | Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works. | 117.69 | Sqm | 1,220 ₹1,43,581.8 | 1,204.5 ₹1,41,757.61 Lowest |
| 10.00 | Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. - For Foundation and basement | 24.9 | Cum | 9,060 ₹2,25,594 | 9,056 ₹2,25,494.4 Lowest |
Tender Value
₹37.7 L
EMD Value
₹37,700
Closing Date
6 Mar 2026, 3:00 pmClosed
Block Development Officer (VP) Karamadai
Block Development Office Karamadai
Construction of Two class room building at Panchayat Union Elementary school, Kanuvaipalayam H/o Marudhur panchayat Under PMKKY Scheme 2025-26 in Karamadai Block of Coimbatore District
2026_RDTN_670427_1
Roc NO.91/2026/B2 Dt.03.03.2026
Open Tender
Civil Works
Item Rate
365 days
Karamadai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹37,700
30 Jun 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Name of Work: Construction of Two class room building at Panchayat Union Elementary school, Kanuvaipalayam H/o Marudhur panchayat | - | - | - | - |
| 2 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 107.93 | Cum | - | - |
| 3 | Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications. | 20.74 | Cum | - | - |
| 4 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 24.69 | Cum | - | - |
| 5 | Refilling the approved good quality earth in plinths, area development etc. wherever specified in layers is not exceeding 200 mm thick, with available earth at site. | 60.88 | Cum | - | - |
| 6 | Supplying and filling of good earth filling locally available earth transported from the outside including consolidation, leveling specified in layers of not exceeding 200 mm thick., etc. complete. | 60.34 | Cum | - | - |
| 7 | Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. Footing, Plinth Beam, etc. | 72.39 | Sqm | - | - |
| 8 | Plain surfaces such as roof slab, floor slab, beams, lintels, loft, sill slab, staircase waist, portico slab and other similar works. | 190.63 | Sqm | - | - |
| 9 | Square and rectangular columns and small quantities such as sunshades, parapet cum drops, window boxing, fin projections and other similar works. | 117.69 | Sqm | - | - |
| 10 | Reinforced CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. - For Foundation and basement | 24.9 | Cum | - | - |
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