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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC NO 30A KATTUKUDALUR ROAD DHASKANT NAGAR VRIDHACHALAM TALUK CUDDALORE DISTRICT | VRIDHACHALAM | CUDDALORE | TAMIL NADU | L1 | Accepted-AOC Tender accepted by SE | |
| 2 | L2₹1.4 Cr+₹2.3 L (1.69%)Rejected-Finance | L2 | Rejected-Finance Second lowest tenderer for L3 | |
| 3 | L3₹1.4 Cr+₹3.6 L (2.68%)Rejected-Finance | L3 | Rejected-Finance Third lowest tenderer for L3 |
| Sl No | Description | Qty | Unit | Govindaraj.C L2 | R.Pandiyan L3 | SK BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 211.7 | M3 | 378 ₹80,022.6 | 382 ₹80,869.4 | 375 ₹79,387.5 Lowest |
| 2.00 | 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. | 47.95 | M3 | 2,586 ₹1,23,998.7 | 2,611 ₹1,25,197.45 | 2,500 ₹1,19,875 Lowest |
| 3.00 | 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. | 193.9 | M3 | 983 ₹69,301.5 | 992 ₹69,936 | 950 ₹66,975 Lowest |
| 4.00 | 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. | 43.8 | M3 | 163 ₹7,139.4 | 164 ₹7,183.2 | 160 ₹7,008 Lowest |
| 5.00 | 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 manuval means | 13.9 | M3 | 6,444 ₹90,924.84 | 6,506 ₹91,799.66 | 6,400 ₹90,304 Lowest |
| 6.00 | Cement Concrete 1:5:10 (One cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers - Mixing by mamuval means | 42.3 | m3 | 6,444 ₹1,16,507.52 | 6,506 ₹1,17,628.48 | 6,400 ₹1,15,712 Lowest |
| 7.00Brick work in following Cement MortarIn Cement Mortar 1:6 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. | ||||||
| 7.01 | Foundation & Basement | 37.1 | M3 | 7,762 ₹2,87,970.2 | 7,837 ₹2,90,752.7 | 7,700 ₹2,85,670 Lowest |
| 7.02 | In Ground floor | 52.2 | M3 | 8,046 ₹4,20,001.2 | 8,123 ₹4,24,020.6 | 7,800 ₹4,07,160 Lowest |
| 7.03 | In First floor | 74 | M3 | 8,241 ₹6,09,834 | 8,320 ₹6,15,680 | 8,100 ₹5,99,400 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹75,400
Closing Date
12 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of 2 Classroom building 1 Science Lab and 1 boys Toilet in Government Higher secondary School at Iruppu in Cuddalore District
2026_PWD_651643_1
76-03-2025-2026
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Iruppu
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹75,400
28 Apr 2026
5 Feb 2026
13 Feb 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
| 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. | 211.7 | M3 | - | - |
| 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. | 47.95 | M3 | - | - |
| 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. | 193.9 | M3 | - | - |
| 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. | 43.8 | M3 | - | - |
| 7Brick work in following Cement MortarIn Cement Mortar 1:6 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. | |||||
| 7.01 | Foundation & Basement | 37.1 | M3 | - | - |
| 7.02 | In Ground floor | 52.2 | M3 | - | - |
| 7.03 | In First floor | 74 | M3 | - | - |
| 7.04 | In Second Floor | 28.85 | M3 | - | - |
| 8Brick partition walls of 11.50cm thickness 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 in Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing etc. complete complying with standard specification and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) | |||||
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