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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₹45.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹47.0 L+₹44,598 (0.96%)Rejected-AOC SE MOTTUR VILLAGE SERPAPATTU POST THANDARAMPET TALUK TIRUVANNAMALAI DISTRICT 606753 | TIRUVANNAMALAI | TAMIL NADU | 606753 | L2 | Rejected-AOC L2 | |
| 3 | L3₹47.4 L+₹90,205 (1.94%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | P.M.RADHAKRISHNAN L2 | B. Nowsath L3 | M. Ramajayam 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. Data worked out for 48 m3 per day/8 hrs. | 163 | cu.m | 381 ₹62,103 | 385 ₹62,755 | 378 ₹61,614 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. | 33.4 | cu.m | 1,994 ₹66,599.6 | 2,013 ₹67,234.2 | 1,975 ₹65,965 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. | 88 | cu.m | 479 ₹42,152 | 483 ₹42,504 | 474 ₹41,712 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. | 39 | cu.m | 164 ₹6,396 | 166 ₹6,474 | 163 ₹6,357 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 mechanical means | 11.5 | cu.m | 5,726 ₹65,849 | 5,781 ₹66,481.5 | 5,671 ₹65,216.5 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 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 | 20.6 | cu.m | 5,726 ₹1,17,955.6 | 5,781 ₹1,19,088.6 | 5,671 ₹1,16,822.6 Lowest |
| 7.00Brick work in Cement Mortar 1:6 (One Cement and Six Crushed stone sand) 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. | ||||||
| 7.10 | For Foundation and Basement | 37.5 | cu,m | 7,739 ₹2,90,212.5 | 7,813 ₹2,92,987.5 | 7,664 ₹2,87,400 Lowest |
| 7.20 | For Superstructure in Ground Floor | 38.5 | cu,m | 7,835 ₹3,01,647.5 | 7,911 ₹3,04,573.5 | 7,760 ₹2,98,760 Lowest |
| 8.00 | Brick 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) For Superstructure in Ground Floor | 4.9 | sq.m | 1,077 ₹5,277.3 | 1,087 ₹5,326.3 | 1,066 ₹5,223.4 Lowest |
Tender Value
₹45.2 L
EMD Value
₹32,600
Closing Date
18 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
PWD Campus, Chengam Road, Tiruvannamalai
Construction of Two Classroom building in Government High School at Kottakulam in Tiruvannamalai district.
2025_PWD_593032_1
JDO1/F.1013/25-26/8TN
Open Tender
Civil Works - Buildings
Lump-sum
120 days
Kottakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹32,600
27 Oct 2025
14 Aug 2025
18 Aug 2025
14 Aug 2025
18 Aug 2025
14 Aug 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_708195.pdf
boq_comp_chart.xlsx
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details.html
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