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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹40.5 L
EMD Value
₹40,500
Closing Date
23 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Commissioner Karumathampatti Municipality
Near DSP Office, Avinashi main road, Karumathampatti
Construction of Additional two class room 6x5m verandha 2.4m RCC building GF at School Elachipalayam Middle School in Karumathampatti Municipality
2026_MAWS_722269_1
687/2026/E1
Open Tender
Civil Works - Buildings
Works
270 days
Karumathampatti Municipality
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹40,500
Yes
Karumathampatti Municipality
5 Nov 2026
5 Nov 2026
23 Nov 2026
5 Nov 2026
23 Nov 2026
5 Nov 2026
5 Nov 2026 - 23 Nov 2026
12 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantiling Pantile or Mangalore Tiled Roof without Roof Timbers cost and conveyance of all materials to site and all labour charges etc., complete as per standard speicification | 161 | M2 | - | - |
| 2 | Dismantling Brick / Stone Masonry in cement mortar walls under 3m high cost and conveyance of all materials to site and all labour charges etc., complete as per standard speicification | 132 | M3 | - | - |
| 3 | Dismantling Plain Cement Concrete cost and conveyance of all materials to site and all labour charges etc., complete as per standard speicification | 10 | M3 | - | - |
| 4 | Dismantling Mud / Sun Dried Brick Walls under 3m high | 2 | M3 | - | - |
| 5 | Floor finish & dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Clay Tiles / Cuddapah Slabs | 91 | M2 | - | - |
| 6 | 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. | 91 | M3 | - | - |
| 7 | 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. | 23 | M3 | - | - |
| 8 | Supplying and filling in foundation, basement, etc with filling stone Dust 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. | 19.5 | M3 | - | - |
| 9 | 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 mechanical means | 19.5 | M3 | - | - |
| 10 | Supplying 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). | 106 | M2 | - | - |
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Bid1.pdf
Tender Documents • 0.93 MB
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