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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.3 L+₹21,919.22 (3.58%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹6.4 L+₹32,362.28 (5.29%)Rejected-Finance MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical KADAMPAZHIPURAM GP MUCHEERIPPADI ROAD CONCRETE PROJ NO 255 | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical | - | Rejected-Technical L9 |
| Sl No | Description | Qty | Unit | MUNEER P L1 | MOHAMMAD SHIHAB P L9 | VISHNUJITH.M L3 | muhamedrafeek L8 | moidu L2 | Gopalakrishnan N L7 | MUHAMMED ALI P.S. L5 | MUHAMMED SHAFI P.A. L4 | SHAMEEMURAHMAN L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Side Protection | ||||||||||||
| 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 | 43.88 | cum | 679.81 ₹29,826.66 | 941.83 ₹41,322.79 | 715.79 ₹31,405.29 | 857.06 ₹37,603.51 | 700 ₹30,712.5 | 850 ₹37,293.75 | 675 ₹29,615.63 Lowest | 735.75 ₹32,281.03 | 760 ₹33,345 |
| 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 | 10.12 | cum | 6,497.25 ₹65,784.66 Lowest | 8,327 ₹84,310.88 | 6,841.11 ₹69,266.24 | 8,191.32 ₹82,937.12 | 6,600 ₹66,825 | 8,000 ₹81,000 | 7,033.74 ₹71,216.62 | 7,031.94 ₹71,198.39 | 7,510 ₹76,038.75 |
| 1.00 | OD61659/2026-2027:(MODIFIED DSR CODE 60.7.8) DR with Departmental stone - DRY RUBBLE
MASONRY_Dry rubble without concrete levelling course using departmental rubble including
packing to compactness to lines and levels, labour charges, etc. complete as per direction of
Departmental officers at site | 23.1 | cum | 1,290.23 ₹29,804.31 | 3,860 ₹89,166 | 1,358.52 ₹31,381.81 | 1,626.65 ₹37,575.62 | 1,300 ₹30,030 | 1,560 ₹36,036 | 1,100 ₹25,410 Lowest | 1,396.41 ₹32,257.07 | 1,510 ₹34,881 |
| 1.00 | OD61216/2026-2027::(Modified DSR Item Code 60.7.1)DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers
at site | 105.49 | cum | 3,002.84 ₹3,16,763.59 Lowest | 3,200 ₹3,37,561.6 | 3,161.77 ₹3,33,528.79 | 3,785.8 ₹3,99,356.47 | 3,150 ₹3,32,287.2 | 3,740 ₹3,94,525.12 | 3,394 ₹3,58,026.27 | 3,249.96 ₹3,42,831.78 | 3,550 ₹3,74,482.4 |
| 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 | 10.12 | cum | 7,548.15 ₹76,425.02 Lowest | 9,670 ₹97,908.75 | 7,947.63 ₹80,469.75 | 9,516.24 ₹96,351.93 | 7,600 ₹76,950 | 9,200 ₹93,150 | 8,171.42 ₹82,735.63 | 8,169.32 ₹82,714.37 | 8,700 ₹88,087.5 |
| 1.01 | 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 | 0.38 | tonne | 72,848.47 ₹27,755.27 Lowest | 1,00,926.12 ₹38,452.85 | 76,703.85 ₹29,224.17 | 91,842.76 ₹34,992.09 | 75,000 ₹28,575 | 1,00,900 ₹38,442.9 | 78,863.67 ₹30,047.06 | 78,843.48 ₹30,039.37 | 86,100 ₹32,804.1 |
| 1.01 | OD77922/2026-2027:Demolishing stone rubble masonry manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer -in- Charges:
In cement mortar | 33 | cum | 1,911.42 ₹63,076.86 | 2,230 ₹73,590 | 2,012.59 ₹66,415.47 | 2,409.8 ₹79,523.4 | 2,000 ₹66,000 | 2,450 ₹80,850 | 1,900 ₹62,700 Lowest | 2,068.72 ₹68,267.76 | 2,010 ₹66,330 |
| 1.01 | OD61222/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm 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 in ground with CC 1:2:4 etc. complete | 1 | each | 2,024.11 ₹2,024.11 | 8,755 ₹8,755 | 2,131.24 ₹2,131.24 | 2,551.87 ₹2,551.87 | 2,000 ₹2,000 Lowest | 2,804 ₹2,804 | 2,191.24 ₹2,191.24 | 2,190.68 ₹2,190.68 | 2,599 ₹2,599 |
Tender Value
₹8.5 L
EMD Value
₹21,178
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27-Muthuthala division - kalarikal padam side protection in vilayur gp
2026_LSGD_863060_24
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,178
Yes
24 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | OD61659/2026-2027:(MODIFIED DSR CODE 60.7.8) DR with Departmental stone - DRY RUBBLE
MASONRY_Dry rubble without concrete levelling course using departmental rubble including
packing to compactness to lines and levels, labour charges, etc. complete as per direction of
Departmental officers at site | - | cum | - | - |
| 1.004 | OD61216/2026-2027::(Modified DSR Item Code 60.7.1)DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers
at site | 0.2 | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 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 | - | tonne | - | - |
| 1.007 | OD77922/2026-2027:Demolishing stone rubble masonry manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer -in- Charges:
In cement mortar | - | cum | - | - |
| 1.008 | OD61222/2026-2027:Supplying and providing readymade GI name board with all conveyance, labour and hire charges, etc. complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6 mm 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 in ground with CC 1:2:4 etc. complete | - | each | - | - |
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