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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC | L1 | Accepted-AOC Lowest Quoted bidder Hence accepted | |
| 2 | L2₹24.6 L+₹1.2 L (5.32%)Rejected-Finance | L2 | Rejected-Finance High percentage quoted | |
| 3 | L3₹25.2 L+₹1.9 L (7.98%)Rejected-Finance NO 17 NEW CAUVERY NAGAR THANJAVUR 613 001 | THANJAVUR | TAMIL NADU | 613001 | L3 | Rejected-Finance Higest percentage quoated | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Valid PWD Registration not Produced |
Tender Value
₹24.9 L
EMD Value
₹22,500
Closing Date
11 Aug 2026, 4:00 pmClosed
Executive Engineer
Office of Executive Engineer, PWD, Buildings C and M Division, PWD Campus, Tiruvarur
Construction of Village Administrative office cum Quarters Building at Thalikottai in Thiruvarur District
2026_PWD_688573_1
2-1/JDO/F.6/dated.20.07.2026
Open Tender
Civil Works - Buildings
Lump-sum
90 days
Thalikottai
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹22,500
1 Sept 2026
27 Jul 2026
12 Aug 2026
27 Jul 2026
11 Aug 2026
27 Jul 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 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. | 67 | M3 | 256.8 | ₹17,205.6 |
| 2 | Earth work open excavation by manual means 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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | 19.6 | M3 | 110 | ₹2,156 |
| 3 | 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. | 9.5 | M3 | 1,457.25 | ₹13,843.88 |
| 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. | 35.8 | M3 | 907.15 | ₹32,475.97 |
| 5 | Supply and filling in foundation and basement with Filling crushed stone sand 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. | 4.9 | M3 | 2,445.5 | ₹11,982.95 |
| 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 | 6 | M3 | 6,330.7 | ₹37,984.2 |
| 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, 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 manual means | 6.6 | M3 | 6,330.7 | ₹41,782.62 |
| 8Brick work in following Cement Mortar 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. In Cement Mortar 1:5 | |||||
| 8.01 | For Foundation and Basement | 7.1 | M3 | 7,627.25 | ₹54,153.48 |
| 9Brick work in following Cement Mortar 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. In Cement Mortar 1:6 | |||||
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