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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹55.4 CrAccepted-AOC 9954 31 NIZAM COLONY A M A NAGAR PUDUKKOTTAI 622001 | PUDUKKOTTAI | TAMIL NADU | 622001 | 1 | Accepted-AOC 0.01 percent lesser the estimate value | |
| 2 | Rejected-Technical | - | Rejected-Technical technically not qualified |
| Sl No | Description | Qty | Unit | SR UNITED INFRA DEVELOPERS H1 |
|---|---|---|---|---|
| 1.00 | Site clearing and grubbing for the New Dindigul Bus Stand site ), including: complete removal of all surface vegetation (grass, weeds, shrubs, thorny bushes, undergrowth, trees ≤30cm girth); uprooting stumps/roots to min. 300mm depth; removal of surface debris (rubbish, loose stones, small boulders not requiring blasting); collection, loading, transport, and legal off-site disposal of all cleared waste; leaving the site clean and reasonably level. Rate to include all labour, T&P, machinery, transport, disposal charges, compliance, and incidentals necessary to complete the work as per specifications and Engineer's directions. | 40,428 | Sqm | 10.97 ₹4,43,598.66 Lowest |
| 2.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | 8,425 | Cum | 380.64 ₹32,06,865.46 Lowest |
| 3.00 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers. a. for Footing Depth 2.40m to 3.3m. Data Worked out for 54 m3 per day/8 hrs. | 1,139 | Cum | 560.14 ₹6,38,005.16 Lowest |
| 4.00 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 233 | Cum | 115.17 ₹26,834.61 Lowest |
| 5.00 | Supplying and providing Anti termite pre construction treatment using aldrin or dieldrin or heptachlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hire charges for T&P etc complete. | 12,216 | Sqm | 125.64 ₹15,34,818.24 Lowest |
| 6.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 67,917.74 | Cum | 329.07 ₹2,23,49,834.84 Lowest |
| 7.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2,636.2 | Cum | 1,756.87 ₹46,31,450.15 Lowest |
| 8.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 2,141.02 | Cum | 5,461.52 ₹1,16,93,238.77 Lowest |
| 9.00Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | ||||
| 9.01 | Foundations and Footings | 13,968.7 | Sqm | 719.08 ₹1,00,44,607.21 Lowest |
Tender Value
₹65.3 Cr
EMD Value
₹65.3 L
Closing Date
12 Feb 2026, 3:00 pmClosed
Commissioner, Dindigul City Municipal Corporation
9/13, Main road, Corporation Office, Dindigul
Construction of New Bus Terminal at Dindiigul City Municipal Corporation with the Operationand maintenance for the period of 5 years
2026_MAWS_639098_1
007108/2023/E4
Open Tender
Civil Works
Works
Bus terminal
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹65.3 L
9/13, Main road, Corporation Office, Dindigul
8 Oct 2026
5 Jan 2026
12 Feb 2026
5 Jan 2026
12 Feb 2026
28 Jan 2026
9 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Site clearing and grubbing for the New Dindigul Bus Stand site ), including: complete removal of all surface vegetation (grass, weeds, shrubs, thorny bushes, undergrowth, trees ≤30cm girth); uprooting stumps/roots to min. 300mm depth; removal of surface debris (rubbish, loose stones, small boulders not requiring blasting); collection, loading, transport, and legal off-site disposal of all cleared waste; leaving the site clean and reasonably level. Rate to include all labour, T&P, machinery, transport, disposal charges, compliance, and incidentals necessary to complete the work as per specifications and Engineer's directions. | 40,428 | Sqm | - | - |
| 2 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | 8,425 | Cum | - | - |
| 3 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers. a. for Footing Depth 2.40m to 3.3m. Data Worked out for 54 m3 per day/8 hrs. | 1,139 | Cum | - | - |
| 4 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 233 | Cum | - | - |
| 5 | Supplying and providing Anti termite pre construction treatment using aldrin or dieldrin or heptachlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hire charges for T&P etc complete. | 12,216 | Sqm | - | - |
| 6 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 67,917.74 | Cum | - | - |
| 7 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2,636.2 | Cum | - | - |
| 8 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 2,141.02 | Cum | - | - |
| 9Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | |||||
| 9.01 | Foundations and Footings | 13,968.7 | Sqm | - | - |
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