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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC PAZHAIYAPAYANAPALLI BELLARAMPALLI KRP DAM POST KRISHNAGIRI 635101 | KRISHNAGIRI | KRISHNAGIRI | TAMIL NADU | 635101 | ₹1.3 Cr | L1 | Accepted-AOC The lowest and negotiated tender is approved by Chief Engineer PWD, Coimbatore Region, Coimbatore Letter No. HDO/ DB/ F.11(SLM) / 2025/ dt.03.10.2025 |
| 2 | L2₹1.3 Cr+₹1.0 L (0.77%)Rejected-AOC | ₹1.3 Cr+₹1.0 L (0.77%) | L2 | Rejected-AOC Other than lowest tenderer |
| 3 | L3₹1.4 Cr+₹7.0 L (5.25%)Rejected-AOC | ₹1.4 Cr+₹7.0 L (5.25%) | L3 | Rejected-AOC Other than lowest tenderer |
| Sl No | Description | Qty | Unit | THIRU.C.LAKSHMANAN L1 | M/S MRD CONSTRUCTIONS L3 | Sri Shanmuga Builders L2 |
|---|---|---|---|---|---|---|
| 1.00 | LOOSE BOULDERS Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in loose boulders in excavation of various size 150mm to 625 mm | 636.17 | M3 | 290 ₹1,84,489.3 | 200 ₹1,27,234 Lowest | 245 ₹1,55,861.65 |
| 2.00 | 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. | 177.82 | M3 | 245 ₹43,565.9 | 210 ₹37,342.2 | 200 ₹35,564 Lowest |
| 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 mechanical means | 14.9 | M3 | 5,000 ₹74,500 Lowest | 5,000 ₹74,500 Lowest | 5,100 ₹75,990 |
| 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. | 26 | M3 | 1,550 ₹40,300 | 1,450 ₹37,700 | 1,400 ₹36,400 Lowest |
| 5.00 | 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. | 56 | M3 | 150 ₹8,400 | 130 ₹7,280 Lowest | 135 ₹7,560 |
| 6.00 | 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. | 64 | M3 | 465 ₹29,760 | 450 ₹28,800 Lowest | 460 ₹29,440 |
| 7.00 | Brick work in following Cement Mortar 1:5 (One cement and five crushed stone sand) using best quality Burnt Clay Brick of size 9” x 4-3/8” x 2¾” 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.-For Foundation & Basement | 17 | M3 | 7,300 ₹1,24,100 | 7,500 ₹1,27,500 | 7,100 ₹1,20,700 Lowest |
| 8.00Brick 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 2¾” with class designation of 7.5 conforming to IS 1077-1992 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 | ||||||
| 8.01 | For Foundation & Basement | 28 | M3 | 7,300 ₹2,04,400 | 7,350 ₹2,05,800 | 7,100 ₹1,98,800 Lowest |
| 8.02 | For Super Structure in Ground Floor | 40 | M3 | 7,300 ₹2,92,000 Lowest | 7,450 ₹2,98,000 | 7,300 ₹2,92,000 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹74,000
Closing Date
18 Aug 2025, 3:00 pmClosed
The Superintending Engineer PWD
Buildings C and M Circle Salem
Construction of 6 Class rooms in Model Higher Secondary School Under NABARD RIDF XXXI for the year 2025-26 at Veppanapalli in Krishnagiri District.
2025_PWD_584451_1
21/20/2025-26
Open Tender
Civil Works - Buildings
Lump-sum
240 days
Veppanapalli in Krishnagiri District
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹74,000
Yes
5 Nov 2025
4 Aug 2025
18 Aug 2025
4 Aug 2025
18 Aug 2025
4 Aug 2025
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