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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96.7 LAccepted-AOC DOOR NO 90 C1 AYYAMPERUMAL ST VIRUDHUNAGAR TOWN | L1 | Accepted-AOC The Rates Quoted by the Bidder is Below the Contract Value Hence this bid is accepted | |
| 2 | L2₹3.9 L+₹1.9 L (100.7%)Rejected-AOC | L2 | Rejected-AOC Bidder Quoted Higher Value Than L1 | |
| 3 | L3₹5.8 L+₹3.9 L (202.5%)Rejected-AOC | L3 | Rejected-AOC Bidder Quoted Higher Value Than L1 |
| Sl No | Description | Qty | Unit | G RAMESHKUMAR L3 | S.MUNIASAMY L2 | M.KARTHIKEYAN L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling without damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of wall in Brick or stone masonry in cement mortar walls under 3 m high etc., complete complying with standard specification and as directed by the departmental officers | 63 | cu.m | 321 ₹20,223 | 315 ₹19,845 | 309 ₹19,467 Lowest |
| 2.00 | Dismantling without damaging the near by structures if any, clearing away and carefully stacking materials useful for reuse for any thickness of plain cement concrete complete complying with standard specification and as directed by the depatmental officers. | 9.3 | cu.m | 552 ₹5,133.6 | 540 ₹5,022 | 530 ₹4,929 Lowest |
| 3.00 | Earth work excavation and depositing on the bank with a initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red shales, murram, gravel, stoney, earth and earth mixed with small size of boulders hard gravelley siol complying with standard specification and as directed by the departmental officers. | 484.5 | cu.m | 94 ₹45,543 | 91.5 ₹44,331.75 | 89 ₹43,120.5 Lowest |
| 4.00 | Earthwork excavation for foundation in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size of boulders hard gravelly soil inclusive of shoring to full depth strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated soil other than sand in layers of not more than 15 cm thick, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 (Ten) metres and initial lift of 2 (Two) metres and clearing, levelling the site etc., complete complying with standard specification and as directed by the departmental officers. | 93 | cu.m | 296 ₹27,528 | 290 ₹26,970 | 284 ₹26,412 Lowest |
| 5.00Providing and placing in position of Plain Cement Concrete M10 using hard broken granite coarse aggregate (well graded) size of 40mm to I.S. Specification grading (to achieve the specified characteristic strength of 10 N /mm2 at 28 days) and mixing the ingredients by using mixer machine including dewatering of the placement site by balling / pumping and dewatering wherever necessary laying the concrete in layers as directed and in bays, compacting, watering, curing, finishing the surface so as to attain the profile and strength as specified in the approved drawings and specification for various depth and height below and above ground level etc., complete complying with standard specification and as directed by the departmental officers.(Without Vibration) | ||||||
| 5.10 | Below Ground Level (-) 1.50 m to (-) 4.5m depth | 36.5 | cu.m | 6,805 ₹2,48,382.5 | 6,676 ₹2,43,674 | 6,548 ₹2,39,002 Lowest |
| 5.20 | (Below GL Upto( -)1.5m depth to Above GL upto (+)1.00 height | 1 | cu.m | 6,658 ₹6,658 | 6,532 ₹6,532 | 6,406 ₹6,406 Lowest |
| 6.00Providing and placing in position of Plain Cement Concrete M15 using hard broken granite coarse aggregate of nominal maximum size of 40 mm I.S. Specification grading and mixing the ingredients in by using mixer machine including dewatering of the placement site by bailing / pumping and dewatering wherever necessary laying the concrete in layers as directed and in bays compacting and watering, curing, finishing the surface with all leads and lifts so as to attain the profile and strength as specified in the approved drawing and specification for various depth and height below and above ground level etc., complete complying with standard specification and as directed by the departmental officers. Without Vibration | ||||||
| 6.10 | (Below GL Upto( -)1.5m depth to Above GL upto (+)1.00 height | 18.5 | cu.m | 7,052 ₹1,30,462 | 6,919 ₹1,28,001.5 | 6,786 ₹1,25,541 Lowest |
| 7.00Providing and placing in position of Plain Cement Concrete of M15 graded mix using hard broken granite coarse aggregate 60% of nominal maximum size of 40 mm and 40% of nominal maximum size of 20 mm to I.S. Specification grading (to achieve the specified characteristic strength of 15 N/mm2 at 28 days) and mixing the ingredients by using mixer machine including dewatering of the placement site by bailing / pumping and dewatering wherever necessary, laying in concrete in layers as directed and in bays compacting, vibrating, watering, curing, finishing the surface with all leads and lifts so as to attain the profile and strength as specified in the approved drawings and specification for various depth and height below and above ground level etc., complete complying with standard specification and as directed by the departmental officers. (With Vibration) | ||||||
Tender Value
₹96.7 L
EMD Value
₹58,500
Closing Date
28 Aug 2025, 3:00 pmClosed
The Superintending Engineer
o/o the SE,WRD,LVBC, Sivagangai-630562
Rehabilitation of Head Sluice including Shutters in Right Main Canal at LS 8 point52 Km below Parthibanur Regulator in Paramakudi Taluk of Ramanathapuram District
2025_WRD_595915_1
2025_26_LVBC_14
Open Tender
Civil Works - Water Works
Lump-sum
365 days
Sivagangai
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹58,500
17 Nov 2025
21 Aug 2025
29 Aug 2025
21 Aug 2025
28 Aug 2025
21 Aug 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_712109.pdf
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