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Tender Value
₹13.4 L
EMD Value
₹13,500
Closing Date
15 Oct 2026, 3:00 pm7d left
Executive Engineer PWD
PWD Buildings C and M Division Ramanathapuram
Construction Boys Toilet in Government Higher Secondary School at Sanaveli inRamanathapuram District
2026_PWD_709562_1
05 BUILDINGDS C M DIVISION RAMANATHAPURAM 23 09 2026 07
Open Tender
Civil Works - Buildings
Lump-sum
Sanaveli
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹13,500
1 Oct 2026
1 Oct 2026
15 Oct 2026
1 Oct 2026
15 Oct 2026
1 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 | 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 sites and raming of bottoms at the site, etc., complete complying with standard specification and as directed by the departmental officers. Upto 2.40m Depth. | 36 | m3 | 366.82 | ₹13,205.52 |
| 2 | 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.
A). Upto 2.40m Depth. | 20.5 | m3 | 198.91 | ₹4,077.65 |
| 3 | 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. | 7.3 | m3 | 1,049.34 | ₹7,660.18 |
| 4 | 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. | 3.2 | m3 | 2,299.68 | ₹7,358.98 |
| 5 | 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 | 6 | m3 | 6,030.11 | ₹36,180.66 |
| 6Brick work in Cement Mortar 1:6 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 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 | In Foundation and basement | 6 | m3 | 6,514.24 | ₹39,085.44 |
| 6.02 | In Ground floor | 15 | m3 | 6,607.11 | ₹99,106.65 |
| 7Brick work in Cement Mortar 1:3 ( one Cement and three crushed stone Sand (M Sand))using best quality of Burnt Clay brick 8-3/4"x4-1/4"x2-3/4" including Pointing with same mortar levelling and curing, etc., complete complying with standard specification. | |||||
| 7.01 | In Foundation and basement | 7.6 | m3 | 6,837.69 | ₹51,966.44 |
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TenderConditionSanaveli.pdf
Tender Documents • 0.80 MB
BOQ_852619.xls
BOQ • 0.39 MB
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