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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
₹41.0 L
EMD Value
₹30,600
Closing Date
16 Oct 2026, 11:00 am3d left
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
Building C and M Division Salem
Construction of Silk Worm Seed Rearing Building in Sericulture Government Farmers Training center at Nathakarai in Thalaivasal Taluk of Salem District
2026_PWD_709917_1
6/1/2026-27
Open Tender
Civil Works - Buildings
Percentage
152 days
Nathakarai in Thalaivasal Taluk of Salem District
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹30,600
1 Oct 2026
1 Oct 2026
16 Oct 2026
1 Oct 2026
16 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 sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth.
Data worked out for 48 m3 per day/8 hrs. | 115.85 | M3 | 363.55 | ₹42,117.27 |
| 2 | 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 | 10.4 | M3 | 5,573 | ₹57,959.2 |
| 3 | 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. | 12 | M3 | 1,978.72 | ₹23,744.64 |
| 4 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. | 36 | M3 | 157.79 | ₹5,680.44 |
| 5 | 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. | 32.6 | M3 | 487.77 | ₹15,901.3 |
| 6Brick work in following Cement Mortar in 1:5 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 & Basement | 31.5 | M3 | 7,569.92 | ₹2,38,452.48 |
| 7Brick work in following Cement Mortar 1:6 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. | |||||
| 7.01 | For Super Structure in Ground Floor | 31.43 | M3 | 7,505.27 | ₹2,35,890.64 |
| 7.02 | For Super Structure in First Floor | 8.1 | M3 | 7,598.14 | ₹61,544.93 |
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details.html
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Tendernotice_1.pdf
PDF • 0.43 MB
TenderDocumentsNathakarai45.pdf
Tender Documents • 1.04 MB
BOQ_853015.xls
BOQ • 0.45 MB
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