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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.3 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹48.9 L+₹2.6 L (5.68%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Not Responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Not Responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Not Responsive |
Tender Value
₹52.5 L
EMD Value
₹62,000
Closing Date
23 Sept 2026, 5:45 pmClosed
Executive Engineer
O/o. Executive Engineer Chamber, TNSAMB, Guindy, Chennai-32.
Construction of Sub Agriculture Extension Centre (SAEC) at Engan village of Koradacheri Block in Thiruvarur District under NADP/RKVY 2026-27
2026_TAMBC_703598_1
T-04_KoradacheriSAEC_2026
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Koradacheri
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹62,000
Yes
9 Oct 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
23 Sept 2026
11 Sept 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. | 196 | cum | 366.82 | ₹71,896.72 |
| 2 | 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. | 38.15 | cum | 2,592.68 | ₹98,910.74 |
| 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. | 100 | cum | 1,220.99 | ₹1,22,099 |
| 4 | 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 | 20.6 | cum | 6,303.41 | ₹1,29,850.25 |
| 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 flooring 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 | 28 | cum | 6,303.41 | ₹1,76,495.48 |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by mechanical means | 18 | cum | 7,801.54 | ₹1,40,427.72 |
| 7Brick work in following Cement Mortar 1:5 (one cement and five M.Sand) using Fly Ash Bricks of 230 x 110 x 70mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction. | |||||
| 7.01 | For foundation & basement | 36.5 | cum | 8,208.23 | ₹2,99,600.39 |
| 7.02 | In Ground floor | 13 | cum | 8,301.1 | ₹1,07,914.3 |
| 8Brick work in following Cement Mortar 1:6 (one cement and six M.Sand) using Fly Ash Bricks of 230 x 110 x 70mm size conforming to IS: 12894-1989 Class designation not less 50 kg./ sq.cm. average compressive strength in cement mortar 1:5 for load bearing structures for foundation and basement and for superstructure including curing, etc., complete complying with standard specifiction. | |||||
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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KoradacheriSAEC_CoverI.pdf
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KoradacheriSAEC_CoverII.pdf
Additional Documents • 2.87 MB
BOQ_845719.xls
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Koradacheri_corrig.pdf
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Koradacheri_Corri.pdf
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