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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
₹7,750
Closing Date
21 Oct 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.
Executive Engineer
Executive Engineer PWD Buildings C and M Division Cuddalore
Special Repairs to Public Waiting Shed and Providing Toilet and Drinking Water Arrangements to Public Waiting Shed in Taluk Office at Kattumannarkovil in Cuddalore District.
2026_PWD_711572_1
TN6-5/2026-2027/Dt 07.10.2026
Open Tender
Civil Works - Buildings
Lump-sum
90 days
Kattumannarkoil
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹7,750
7 Oct 2026
7 Oct 2026
22 Oct 2026
7 Oct 2026
21 Oct 2026
7 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, clearing away and carefully stacking materials useful for re-use of Brick / stone masonry in Cement mortar walls under 3m high etc., Complete and as directed by the departmental officers. | 0.87 | Cu.m | - | - |
| 2 | Dismantling Reinforced Cement concrete Cement mortar walls more than 3m high carefully stacking materials within compound places etc.complete complying with standard specification. | 3.22 | Cu.m | - | - |
| 3 | Dismantling and Clean Removing Floor finish and dadooing walls in cement mortar with mosaic tiles /glazed tiles/cuddapah slabs etc.complete complying with standard specification. | 3.95 | Sq.m | - | - |
| 4 | Scrapping and removing old paint from structural steel by manual labour etc. complete complying with standard specification. | 66.35 | Sq.m | - | - |
| 5 | 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. | 22.21 | Cu.m | - | - |
| 6 | 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 | 3.71 | Cu.m | - | - |
| 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. | 8.81 | Cu.m | - | - |
| 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 mechanical means | 2.27 | Cu.m | - | - |
| 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 | 3.9 | Cu.m | - | - |
| 10 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 2.19 | Cu.m | - | - |
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5TalukofficeKattumannarkoilTenderconditions.pdf
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BOQ_854882.xls
BOQ • 0.33 MB
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