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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L Quoted ₹2.5 L | L1 | Accepted-AOC lowest one accepted |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SHYNE DAS P L4 | MASHOOD KABIR K L5 | K Achuthan L3 | Manoj Varkey L2 | ASHARAF ALI K M L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Gate Compound wall interlock works | ||||||||
| 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 | 36.9 | cum | 307.95 ₹11,363.36 | 309.21 ₹11,409.85 | 292.78 ₹10,803.58 | 291.71 ₹10,764.10 | 277.83 ₹10,251.93 |
| 1.00 | OD282271/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 23.99 | cum | 5,238.55 ₹1.3 L | 5,259.85 ₹1.3 L | 4,980.53 ₹1.2 L | 4,590.58 ₹1.1 L | 4,720.75 ₹1.1 L |
| 1.00 | OD282440/2025-2026:Laterate masonry with neatly dressed Department laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 30.71 | cum | 3,145.76 ₹96,600 | 3,158.55 ₹96,992.75 | 3,137.51 ₹96,346.66 | 3,275.6 ₹1.0 L | 2,840.66 ₹87,230.99 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.96 | sqm | 330.58 ₹1,639.68 | 331.92 ₹1,646.32 | 314.28 ₹1,558.83 | 313.14 ₹1,553.17 | 298.19 ₹1,479.02 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 7.2 | sqm | 863.39 ₹6,216.41 | 866.9 ₹6,241.68 | 733.18 ₹5,278.90 | 817.85 ₹5,888.52 | 778.95 ₹5,608.44 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 9.03 | sqm | 653.09 ₹5,897.40 | 655.74 ₹5,921.33 | 620.92 ₹5,606.91 | 618.64 ₹5,586.32 | 589.15 ₹5,320.02 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.29 | cum | 6,791.14 ₹1,955.85 | 6,818.75 ₹1,963.80 | 6,456.65 ₹1,859.52 | 6,432.92 ₹1,852.68 | 6,126.88 ₹1,764.54 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.81 | cum | 8,979.17 ₹7,255.17 | 9,015.68 ₹7,284.67 | 8,536.91 ₹6,897.82 | 8,505.54 ₹6,872.48 | 8,100.97 ₹6,545.58 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | 10,933.93 ₹5,904.32 | 10,978.39 ₹5,928.33 | 9,299.66 ₹5,021.82 | 10,254.35 ₹5,537.35 | 9,864.56 ₹5,326.86 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
3 Nov 2025, 6:00 pmClosed
Assistant engineer
Office of the Assistant Engineer, LID EW Section, Kodom belur Grama Panchayat
PR NO 78/25 -CONSTRUCTION OF COMPOUND WALL AT FHC ENNAPPARA IN KODOM BELUR GP-PR NO 78
2025_LSGD_814315_12
06/2025-26/AE/LSGD/KB
Open Tender
Civil Works - Buildings
180 days
kodom belur gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
16 Apr 2026
27 Oct 2025
5 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
Amount
Gate Compound wall interlock works
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
OD282271/2025-2026:od1336470/2021_2022 :Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
OD282440/2025-2026:Laterate masonry with neatly dressed Department laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 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
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.71:Lettering with black Japan pint of approved brand and manufacture
Manoj Varkey (BID ID -2425653)
K Achuthan (BID ID -2425324)
SHYNE DAS P (BID ID -2422261)
MASHOOD KABIR K (BID ID -2425506)
Bidder Name
SHYNE DAS P
MASHOOD KABIR K
K Achuthan
ASHARAF ALI K M
Manoj Varkey
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