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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
₹8,180
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 Srimushnam in Cuddalore District.
2026_PWD_711594_1
TN6-6/2026-2027/Dt 07.10.2026
Open Tender
Civil Works - Buildings
Lump-sum
90 days
srimushnam
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹8,180
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. | 0.35 | Cu.m | - | - |
| 2 | Dismantling, clearing away and carefully stacking materials useful for re-use of Floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slabs etc., Complete and as directed by the departmental officers. | 14.23 | Sq.m | - | - |
| 3 | Dismantling clearing away and carefully stacking materials useful for reuse of plain Cement concrete etc., Complete Complying with Standard Specifications. | 1.42 | Cu.m | - | - |
| 4 | 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. | 20.78 | Cu.m | - | - |
| 5 | Earth work Open excavation by Mechanical Means for Open Earthwork 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. | 3.71 | Cu.m | - | - |
| 6 | 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. | 6.84 | Cu.m | - | - |
| 7 | 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 | 1.3 | 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 | 0.59 | Cu.m | - | - |
| 9 | 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. | 3.82 | Cu.m | - | - |
| 10Brick work in following Cement Mortar using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 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. | |||||
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6TalukofficeSrimushnamTenderconditions.pdf
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