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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
Refer Docs
EMD Value
₹4,000
Closing Date
28 Oct 2026, 5:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Executive Engineer, PWD.,
Office of the Executive Engineer, PWD., Buildings Construction and Maintenance Division, PWD Campus, Big Bazaar Street, Town Hall, Coimbatore-641 001
SPECIAL REPAIRS TO TOILET AAMG GOVERNMENT HIGHER SECONDARY SCHOOL AT ANNUR IN COIMBATORE DISTRICT
2026_PWD_713971_1
09/08N/CBE-DVN /2026-27
Open Tender
Civil Works - Buildings
Lump-sum
Annur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹4,000
14 Oct 2026
14 Oct 2026
29 Oct 2026
14 Oct 2026
28 Oct 2026
14 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling clearing away the damaged Floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slabs and carefully stacking materials useful for reuse etc, as directed by the departmental officers as per standard specification | 7.35 | M2 | 65.55 | ₹481.79 |
| 2 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 1.75 | M3 | 259.35 | ₹453.86 |
| 3 | 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 directed by the departmental officers. | 23.4 | M3 | 111.1 | ₹2,599.74 |
| 4 | PLAIN CEMENT CONCRETE 1:5:10 (One cement, five M - sand and ten aggregate) 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. | 2.05 | M3 | 5,416.45 | ₹11,103.72 |
| 5Construction BRICKWORK in cement mortar 1:5 (One cement and five M - sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 5.01 | FOR FOUNDATION AND BASEMENT. | 0.7 | M3 | 7,457.55 | ₹5,220.29 |
| 6Construction BRICKWORK in cement mortar 1:3 (One cement and three M - sand) using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. | |||||
| 6.01 | FOR FOUNDATION AND BASEMENT. | 6.8 | M3 | 7,715.3 | ₹52,464.04 |
| 7 | 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). | 0.7 | M2 | 710.9 | ₹497.63 |
| 8 | Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) , etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 12.95 | M2 | 937.6 | ₹12,141.92 |
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