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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC KOLLIMES | KULLU | HIMACHAL PRADESH | 172001 | L1 | Accepted-AOC as per board resln | |
| 2 | L2₹7.4 L+₹309.41 (0.04%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.4 L+₹397.17 (0.05%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹7.6 L+₹14,091.87 (1.90%)Rejected-AOC KALLIMEL P O | IDUKKI | KERALA | 685533 | L4 | Rejected-AOC L4 | |
| 5 | L5₹7.6 L+₹20,913.29 (2.82%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | anadarajan L5 | P K CHACKO L1 | PRASANTH KUMAR K L2 | KESAVAN MOHANDAS L4 | YOOSUF KUNJU M L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00compoundwall | ||||||||
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 195 | sqm | 33.49 ₹6,530.55 | 32.57 ₹6,351.15 | 32 ₹6,240 Lowest | 32.9 ₹6,415.5 | 32.59 ₹6,355.05 |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.8 | cum | 863.18 ₹9,322.34 | 839.53 ₹9,066.92 Lowest | 843 ₹9,104.4 | 900 ₹9,720 | 839.99 ₹9,071.89 |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 7.2 | cum | 2,021.21 ₹14,552.71 | 1,965.84 ₹14,154.05 Lowest | 1,975 ₹14,220 | 2,001 ₹14,407.2 | 1,966.91 ₹14,161.75 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 10.26 | cum | 341.37 ₹3,502.46 | 332.02 ₹3,406.53 | 331 ₹3,396.06 Lowest | 339.99 ₹3,488.3 | 332.2 ₹3,408.37 |
| 1.00 | OD108081/2025-2026: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 (modified 60.7.1) | 10.26 | cum | 3,789.79 ₹38,883.25 | 3,685.96 ₹37,817.95 Lowest | 3,705 ₹38,013.3 | 3,754 ₹38,516.04 | 3,687.96 ₹37,838.47 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 5.7 | cum | 7,917.97 ₹45,132.43 | 7,701.04 ₹43,895.93 Lowest | 7,742 ₹44,129.4 | 7,842.01 ₹44,699.46 | 7,705.21 ₹43,919.7 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 14.55 | sqm | 366.46 ₹5,331.99 | 356.43 ₹5,186.06 Lowest | 358 ₹5,208.9 | 362 ₹5,267.1 | 356.62 ₹5,188.82 |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.64 | cum | 9,455.76 ₹34,400.05 | 9,196.71 ₹33,457.63 Lowest | 9,245 ₹33,633.31 | 9,963 ₹36,245.39 | 9,201.69 ₹33,475.75 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 291.04 | kilogram | 106.69 ₹31,051.06 | 103.77 ₹30,201.22 | 103 ₹29,977.12 Lowest | 105 ₹30,559.2 | 103.83 ₹30,218.68 |
Tender Value
₹8.0 L
EMD Value
₹20,116
Closing Date
16 Aug 2025, 6:00 pmClosed
AE
Office of the Assistant Executive Engineer, LID EW, Sub Division Mavelikara Block Panchayath
Annual Plan 2025-26 Mavelikara BP Improvements To Compound Wall At RRF Center (Proj-35/2025)
2025_LSGD_781865_18
01/AE/LSGD/2025-26
Open Tender
Civil Works - Buildings
Item Rate
240 days
MAVELIKARA BP
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,775
Yes
₹20,116
Yes
25 Sept 2025
6 Aug 2025
19 Aug 2025
6 Aug 2025
16 Aug 2025
6 Aug 2025
Amount
compoundwall
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD108081/2025-2026: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 (modified 60.7.1)
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD151780/2025-2026:Removing white or colour wash by scrapping and sand papering and preparingthe surface smooth including necessary repairs to scratches etc. complete 13.88
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD121374/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design &amp; shape, laid in required color and pattern over and including 50 mm thick compacted bed of 6 mm metal, filling the joints with M sand etc. all complete as per the direction of Engineer-in-charge.(Modified DSR 16.68)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
PRASANTH KUMAR K (BID ID -2290927)
YOOSUF KUNJU M (BID ID -2290093)
KESAVAN MOHANDAS (BID ID -2288374)
anadarajan (BID ID -2289565)
Bidder Name
KESAVAN MOHANDAS
anadarajan
YOOSUF KUNJU M
P K CHACKO
PRASANTH KUMAR K
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