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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | KOZHIKODE | KERALA | 612906 | ₹13.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.1 L+₹672.12 (0.05%)Admitted-Fee/PreQual/Technical/Finance THAVANOOR OMASSERY KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | ₹13.1 L+₹672.12 (0.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹13.4 L+₹28,569.26 (2.18%)Admitted-Fee/PreQual/Technical/Finance PARAPPURATH POYIL HOUSE MALAYAMMA PO NIT KOZHIKODE | KOZHIKODE | KOZHIKODE | KERALA | ₹13.4 L+₹28,569.26 (2.18%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹13.4 L+₹32,265.98 (2.46%)Admitted-Fee/PreQual/Technical/Finance | ₹13.4 L+₹32,265.98 (2.46%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹13.5 L+₹42,322.54 (3.23%)Admitted-Fee/PreQual/Technical/Finance | ₹13.5 L+₹42,322.54 (3.23%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P.P Ibrahim L3 | MUHAMMED SHAFI K P L4 | AHAMMED KUTTY P L1 | ARUN GOPAL L6 | ASRAF A L5 | VIJAYAN V K L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING | |||||||||
| 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 | 45.5 | cum | 210 ₹9,554.16 Lowest | 290.77 ₹13,228.87 | 300 ₹13,648.8 | 313 ₹14,240.25 | 292.8 ₹13,321.23 | 284.15 ₹12,927.69 |
| 1.00 | OD96188/2026-2027:DRY RUBBLE MASONTRY -Dry rubble without concrete levelling course masontry
withgood quality blased rubble including packing to compactness to lines and level cost and
conveyence of all material labour charges etc complete | 15.16 | cum | 3,200 ₹48,499.2 | 2,640 ₹40,011.84 Lowest | 3,200 ₹48,499.2 | 3,484 ₹52,803.5 | 3,250.9 ₹49,270.64 | 3,140.67 ₹47,599.99 |
| 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 | 2.4 | sqm | 360 ₹864 | 352 ₹844.8 | 354 ₹849.6 | 336 ₹806.4 | 314.3 ₹754.32 | 305.03 ₹732.07 Lowest |
| 1.00 | 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) | 3.61 | cum | 6,300 ₹22,755.6 | 7,040 ₹25,428.48 | 6,300 ₹22,755.6 | 6,921 ₹24,998.65 | 6,457.7 ₹23,325.21 | 6,266.39 ₹22,634.2 Lowest |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 25.48 | sqm | 900 ₹22,932 | 880 ₹22,422.4 | 880 ₹22,422.4 | 879 ₹22,396.92 | 821 ₹20,919.08 | 796.67 ₹20,299.15 Lowest |
| 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) | 5.65 | cum | 8,600 ₹48,590 | 9,680 ₹54,692 | 8,600 ₹48,590 | 9,152 ₹51,708.8 | 8,538.3 ₹48,241.4 | 8,260.57 ₹46,672.22 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 175 | kg | 155 ₹27,125 | 144.22 ₹25,238.5 | 152 ₹26,600 | 154 ₹26,950 | 145.2 ₹25,410 | 140.94 ₹24,664.5 Lowest |
| 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) | 7.58 | cum | 6,900 ₹52,288.2 | 7,480 ₹56,683.44 | 6,900 ₹52,288.2 | 7,279 ₹55,160.26 | 6,792 ₹51,469.78 | 6,590.73 ₹49,944.55 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 21.6 | cum | 300 ₹6,480 | 293.04 ₹6,329.66 | 285 ₹6,156 | 277 ₹5,983.2 | 259.2 ₹5,598.72 | 251.56 ₹5,433.7 Lowest |
Tender Value
₹15.3 L
EMD Value
₹38,131
Closing Date
14 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OMASSERY
CIVIL WORK
2026_LSGD_867987_17
E TENDER 01/2026 27/AE/LID EW/OMY
Open Tender
Civil Works - Roads
Item Rate
210 days
OMASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹38,131
Yes
16 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 1.001 | 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 | 45.5 | cum | - | - |
| 1.002 | OD96188/2026-2027:DRY RUBBLE MASONTRY -Dry rubble without concrete levelling course masontry
withgood quality blased rubble including packing to compactness to lines and level cost and
conveyence of all material labour charges etc complete | 15.16 | cum | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.4 | sqm | - | - |
| 1.004 | 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) | 3.61 | cum | - | - |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 25.48 | sqm | - | - |
| 1.006 | 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) | 5.65 | cum | - | - |
| 1.007 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 175 | kg | - | - |
| 1.008 | 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) | 7.58 | cum | - | - |
| 1.009 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 21.6 | cum | - | - |
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