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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC NO 17 NEW CAUVERY NAGAR THANJAVUR 613 001 | THANJAVUR | TAMIL NADU | 613001 | ₹2.7 Cr Quoted ₹2.8 Cr | L1 | Accepted-AOC Tender accepted by TAC |
| 2 | L2₹2.8 Cr+₹2.8 L (0.99%)Rejected-Finance NO 30 CO OPERATIVE COLONY 8TH CROSS STREET MEDICAL COLLEGE ROAD THANJAVUR 613 007 | THANJAVUR | THANJAVUR | TAMIL NADU | 613007 | ₹2.8 Cr+₹2.8 L (0.99%) | L2 | Rejected-Finance Second Lowest tenderer for L2 |
| 3 | L3₹2.9 Cr+₹5.5 L (1.97%)Rejected-Finance NALLAMANGALAM VILLAGE THANJAVUR TALUK THANJAVUR DISTRICT | THANJAVUR | TAMIL NADU | 609802 | ₹2.9 Cr+₹5.5 L (1.97%) | L3 | Rejected-Finance Third Lowest tenderer for L3 |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-SITE VISIT CERTIFICATE ISSUED BY COMPETENT AUTHORITY IS NOT ENCLOSED |
| Sl No | Description | Qty | Unit | SRI JAGATHI CONSTRUCTION L1 | GM CONSTRUCTIONS AND INFRA PRIVATE LIMITED L2 | SN CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 623 | m3 | 265 ₹1,65,095 Lowest | 267 ₹1,66,341 | 270 ₹1,68,210 |
| 2.00 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 71 | m3 | 1,300 ₹92,300 Lowest | 1,326 ₹94,146 | 1,339 ₹95,069 |
| 3.00 | 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. | 58 | m3 | 2,250 ₹1,30,500 Lowest | 2,311 ₹1,34,038 | 2,334 ₹1,35,372 |
| 4.00 | 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. | 820 | m3 | 750 ₹6,15,000 Lowest | 768 ₹6,29,760 | 776 ₹6,36,320 |
| 5.00 | Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below. Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. | 345 | m2 | 150 ₹51,750 Lowest | 150 ₹51,750 Lowest | 151 ₹52,095 |
| 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 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 manual means | 33 | m3 | 6,000 ₹1,98,000 Lowest | 6,020 ₹1,98,660 | 6,078 ₹2,00,574 |
| 7.00 | 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,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying 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 Manual means | 30 | m3 | 6,000 ₹1,80,000 Lowest | 6,020 ₹1,80,600 | 6,078 ₹1,82,340 |
| 8.00Brick work in Cement Mortar 1:5 (one cement and five crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm 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. | ||||||
| 8.01 | Foundation and Basement | 121 | m3 | 7,700 ₹9,31,700 Lowest | 7,757 ₹9,38,597 | 7,831 ₹9,47,551 |
| 9.00Brick work in Cement Mortar 1:6 (one cement and six crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm 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. | ||||||
Tender Value
₹2.7 Cr
EMD Value
₹1.5 L
Closing Date
5 Feb 2026, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, PWD., Building Construction and Maintenance Circle, Thanjavur-1
Construction of 12 Class Room Building in Government Higher Secondary School at Poondi in Thanjavur District Under NABARD RIDF XXXI
2026_PWD_647584_2
75-2025-2026
Open Tender
Civil Works - Buildings
Lump-sum
210 days
poondi
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹1.5 L
28 Apr 2026
27 Jan 2026
6 Feb 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 623 | m3 | - | - |
| 2 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 71 | m3 | - | - |
| 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. | 58 | m3 | - | - |
| 4 | 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. | 820 | m3 | - | - |
| 5 | Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 63613 part I to IV in stages to suit the progress of work consist as per the detailed specification as below. Including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing etc., complete and as directed by the departmental officers. | 345 | m2 | - | - |
| 6 | 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 manual means | 33 | m3 | - | - |
| 7 | 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,nsolidating, finishing, rendering the top surface rough to receive the floor, curing, etc. complete multiplying 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 Manual means | 30 | m3 | - | - |
| 8Brick work in Cement Mortar 1:5 (one cement and five crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm 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. | |||||
| 8.01 | Foundation and Basement | 121 | m3 | - | - |
| 9Brick work in Cement Mortar 1:6 (one cement and six crushed stone sand) using best quality Fly ash Brick of size 230x110x75mm 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. | |||||
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