Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC Agreement executed Accepted Vide Resolution No.1/2 of Pudupariyaram Gp | |
| 2 | L2₹4.6 L+₹3,190.77 (0.69%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹5.1 L+₹46,115.36 (10.0%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M.S.SUDHEERBABU L3 | CIYADALI K A L1 | NAGARAJAN P L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 5.04 | cum | 758.55 ₹3,823.09 | 690 ₹3,477.6 Lowest | 694.25 ₹3,499.02 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 21.42 | cum | 908.65 ₹19,463.28 | 830 ₹17,778.6 Lowest | 831.64 ₹17,813.73 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 6.12 | cum | 8,684.6 ₹53,149.75 | 7,920 ₹48,470.4 Lowest | 7,948.29 ₹48,643.53 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 26.1 | cum | 10,089.3 ₹2,63,330.73 | 9,200 ₹2,40,120 Lowest | 9,233.65 ₹2,40,998.27 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.68 | tonne | 97,373.5 ₹1,63,490.11 | 88,000 ₹1,47,752 Lowest | 89,117.66 ₹1,49,628.55 |
| 1.01 | OD221402/2025-2026:Supplying and providing readymade name board with all conveyance ,labour and hire charges etc complete using hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post inground with CC etc complete | 1 | each | 2,957 ₹2,957 | 2,500 ₹2,500 Lowest | 2,706.27 ₹2,706.27 |
Tender Value
₹5.2 L
EMD Value
₹13,117
Closing Date
30 Sept 2025, 11:00 amClosed
Assistant engineer
AE LID and EW Puduuppariyaram GP puduppariyaram
Puduppariyaram GP 2025-26 Construction of Chithranjali Drainage Balance Portion -Pro No. 123/25-26
2025_LSGD_799545_25
02/2025-26/AE/LSGD/PPM
Open Tender
Civil Works - Roads
Item Wise
300 days
PUDUPARIYARAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,160
Yes
₹13,117
Yes
29 Nov 2025
22 Sept 2025
3 Oct 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
Amount
Civil Works
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD221402/2025-2026:Supplying and providing readymade name board with all conveyance ,labour and hire charges etc complete using hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size, fixing the post inground with CC etc complete
NAGARAJAN P (BID ID -2366314)
M.S.SUDHEERBABU (BID ID -2361939)
Bidder Name
M.S.SUDHEERBABU
CIYADALI K A
NAGARAJAN P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1327932.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .