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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Negotiated bidder | |
| 2 | L2₹89.6 L+₹87,443 (0.99%)Rejected-AOC | L2 | Rejected-AOC Second Lowest Bidder | |
| 3 | L3₹90.4 L+₹1.7 L (1.95%)Rejected-AOC | L3 | Rejected-AOC Highest Bidder |
| Sl No | Description | Qty | Unit | vinayagaconstructions L1 | SRI ANGALAMMAN CONSTRUCTIONS L3 | SRI PARIYUR AMMAN CONSTRUCTION AND HOLLOW BRICKS L2 |
|---|---|---|---|---|---|---|
| 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. | 317 | m3 | 392 ₹1,24,264 Lowest | 399 ₹1,26,483 | 396 ₹1,25,532 |
| 2.00 | Cement Concrete 1:5:10 (One Cement, Five M- 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 | 22.8 | m3 | 5,604 ₹1,27,771.2 Lowest | 5,714 ₹1,30,279.2 | 5,660 ₹1,29,048 |
| 3.00Brick work in following Cement Mortar 1:6 using best quality Fly ash Brick of size 230x110x70mm 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. | ||||||
| 3.01 | In foundation and basement | 17.5 | m3 | 7,793 ₹1,36,377.5 Lowest | 7,945 ₹1,39,037.5 | 7,870 ₹1,37,725 |
| 3.02 | In Ground floor | 36.3 | m3 | 7,897 ₹2,86,661.1 Lowest | 8,051 ₹2,92,251.3 | 7,976 ₹2,89,528.8 |
| 3.03 | In First floor | 31 | m3 | 8,085 ₹2,50,635 Lowest | 8,243 ₹2,55,533 | 8,166 ₹2,53,146 |
| 3.04 | In Second floor | 15.6 | m3 | 8,284 ₹1,29,230.4 Lowest | 8,445 ₹1,31,742 | 8,366 ₹1,30,509.6 |
| 4.00Brick work in following Cement Mortar 1:5 using best quality Fly ash Brick of size 230x110x70mm 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. | ||||||
| 4.01 | a) For foundation and basement | 16.95 | m3 | 7,861 ₹1,33,243.95 Lowest | 8,014 ₹1,35,837.3 | 7,939 ₹1,34,566.05 |
| 4.02 | b) For Superstructure Ground floor | 4.5 | m3 | 7,960 ₹35,820 Lowest | 8,115 ₹36,517.5 | 8,039 ₹36,175.5 |
Tender Value
₹84.5 L
EMD Value
₹52,500
Closing Date
3 Sept 2025, 3:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer PWD Building C and M Circle Erode
Construction of Additional Three Class Room Building and Compound Wall under NABARD RIDF XXXI in Government High School at MUGASIPIDARIYUR in Erode District.
2025_PWD_594756_1
NIT15 2025 26 B C M CIRCLE ERODE Dated 12.08.2025
Open Tender
Civil Works - Buildings
Lump-sum
210 days
Mugasipidariyur
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹52,500
14 Nov 2025
20 Aug 2025
3 Sept 2025
20 Aug 2025
3 Sept 2025
20 Aug 2025
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finance_710671.pdf
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