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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Quoted Lowest Rate |
| 2 | L2₹1.2 CrRejected-AOC DISTT SIKAR | SIKAR | RAJASTHAN | ₹1.2 Cr | L2 | Rejected-AOC Rate quoted higher than L1 |
| 3 | L3₹1.2 CrRejected-AOC | ₹1.2 Cr | L3 | Rejected-AOC Rate quoted higher than L1 |
| Sl No | Description | Qty | Unit | Ramakrishnan S L1 | M/s. RK AND CO L2 | SREE BALAJEE CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 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. | 310 | m3 | 375 ₹1.2 L | 380 ₹1.2 L | 385 ₹1.2 L |
| 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. | 27 | m3 | 1,970 ₹53,190 | 1,990 ₹53,730 | 2,010 ₹54,270 |
| 3.00 | Supplying and filling in foundation, basement, etc with conveyed earth in layers of not more than 150mm thick layers well watered, rammed with surface vibrator and consolidated including conveyance charges etc. complete complying with standard specification and as directed by the departmental officers. | 101 | m3 | 555 ₹56,055 | 560 ₹56,560 | 565 ₹57,065 |
| 4.00 | 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 | 16.5 | m3 | 5,810 ₹95,865 | 5,870 ₹96,855 | 5,920 ₹97,680 |
| 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 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 mechanical means | 14.5 | m3 | 5,810 ₹84,245 | 5,870 ₹85,115 | 5,920 ₹85,840 |
| 6.00 | Brick work in Cement Mortar 1:5 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" 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. Brick work 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 | m3 | 6,630 ₹46,410 | 6,690 ₹46,830 | 6,760 ₹47,320 |
| 7.00Brick work in Cement Mortar 1:6 using best quality Burnt Clay Brick of size 8 3/4" x 4 1/4" 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 | In Foundation & Basement | 29.5 | m3 | 6,560 ₹1.9 L | 6,630 ₹2.0 L | 6,690 ₹2.0 L |
| 7.02 | In Ground floor | 43 | m3 | 6,660 ₹2.9 L | 6,725 ₹2.9 L | 6,790 ₹2.9 L |
| 7.03 | In First floor | 44 | m3 | 6,850 ₹3.0 L | 6,920 ₹3.0 L | 6,980 ₹3.1 L |
Tender Value
₹1.2 Cr
EMD Value
₹68,500
Closing Date
10 Nov 2025, 3:00 pmClosed
Superintending Engineer PWD Buildings Sivagangai
Superintending Engineer PWD Buildings C M Circle Sivagangai 630562
Construction of 8 Class Room Building in Panchayat Union Middle School at Mudukulathur in Ramanathapuram District
2025_PWD_616776_1
27 SE Buildings C M Circle Sivagangai 2025 2026 dt 14 10 2025 2
Open Tender
Civil Works - Buildings
240 days
Mudukulathur in Ramanathapuram District
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹68,500
6 Jan 2026
28 Oct 2025
11 Nov 2025
28 Oct 2025
10 Nov 2025
28 Oct 2025
stage.html
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tech_eval.pdf
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