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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr Quoted ₹1.8 Cr | L1 | Accepted-AOC The lowest and negotiated bidder M/s. JS Constructions, Salem is accepted by the Chief Engineer PWD, Coimbatore Region, Coimbatore Letter No. HDO/ DB/ F.11(slm) / 2025/ dt.15.09.2025 |
| 2 | L2₹1.8 Cr+₹4.5 L (2.52%)Rejected-AOC | ₹1.8 Cr+₹4.5 L (2.52%) | L2 | Rejected-AOC Other than lowest tenderer |
| 3 | L3₹1.9 Cr+₹8.2 L (4.60%)Rejected-AOC NO 5 8 KANKATTI ALA PERIYAKUTTY MADUVU POST VAZHAPPADI TALUK SALEM 636101 | SALEM | SALEM | TAMIL NADU | 636101 | ₹1.9 Cr+₹8.2 L (4.60%) | L3 | Rejected-AOC Other than lowest tenderer |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-While Scrutining the L1 bidder, his property found to be pledged in bank as stated in the online EC. Hence the Chief Engineer PWD, Coimbatore Region instructed the L1 bidder seems to be Not Eligible vide Lr No.HDO /DB/F.11/ 2025/dt.18.07.25 |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance 65 3 NALLAGOUNDAN STREET KARIKALAN NAGAR KARUPPU REDDIYUR POST SALEM TAMIL NADU 636404 | SALEM | TAMIL NADU | 636404 | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-1) work experience similar nature of work not uploaded
2) GST returns last 3 months not uploaded. |
| Sl No | Description | Qty | Unit | Selliamman Constructions L3 | J S Construction L1 | Sudhir constructions 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 nec- essary 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 speci- fication and as directed by the departmental officers.- Upto 2.40m Footing Depth.Data worked out for 48 m3 per day/8 hrs. | 527 | M3 | 400 ₹2,10,800 | 370 ₹1,94,990 Lowest | 390 ₹2,05,530 |
| 2.00 | Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive 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 Depth. Data worked out for 64 m3 per day/8 hrs. | 130 | M3 | 220 ₹28,600 | 205 ₹26,650 Lowest | 215 ₹27,950 |
| 3.00 | 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 | 46 | M3 | 5,656 ₹2,60,176 | 5,300 ₹2,43,800 Lowest | 5,550 ₹2,55,300 |
| 4.00 | 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. | 106 | M3 | 1,946 ₹2,06,276 | 1,824 ₹1,93,344 Lowest | 1,910 ₹2,02,460 |
| 5.00 | Supplying and filling GRAVEL in 'foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification. | 205 | M3 | 536 ₹1,09,880 | 500 ₹1,02,500 Lowest | 525 ₹1,07,625 |
| 6.00 | Refilling with excavated earth other than crushed stone 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 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification | 86 | M3 | 170 ₹14,620 | 158 ₹13,588 Lowest | 165 ₹14,190 |
| 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, 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 | 48 | M3 | 5,650 ₹2,71,200 | 5,300 ₹2,54,400 Lowest | 5,550 ₹2,66,400 |
| 8.00 | Brick work in Cement Mortar 1:3 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.-For Foundation & Basement | 28 | M3 | 8,560 ₹2,39,680 | 8,100 ₹2,26,800 Lowest | 8,400 ₹2,35,200 |
| 9.00 | Brick work in 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.-For Foundation & Basement | 104 | M3 | 8,215 ₹8,54,360 | 7,700 ₹8,00,800 Lowest | 8,060 ₹8,38,240 |
| 10.00Brick work in 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. | ||||||
Tender Value
₹1.7 Cr
EMD Value
₹95,000
Closing Date
4 Jul 2025, 3:00 pmClosed
The Superintending Engineer PWD
Buildings C and M Circle Salem
Construction of New Maternity block Building in Government Hospital at Jalakandapuram in Mettur Taluk of Salem District.
2025_PWD_574287_1
13/03/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
150 days
Mettur Taluk of Salem District
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹95,000
Yes
22 Oct 2025
27 Jun 2025
4 Jul 2025
27 Jun 2025
4 Jul 2025
27 Jun 2025
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