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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹58.6 LAccepted-AOC | ₹58.6 L | 1 | Accepted-AOC L1 |
| 2 | 2₹59.8 L+₹1.2 L (2.08%)Rejected-AOC | ₹59.8 L+₹1.2 L (2.08%) | 2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT LOWEST |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT LOWEST |
| 5 | Rejected-Technical | - | - | Rejected-Technical NOT LOWEST |
| Sl No | Description | Qty | Unit | MUHAMMED K L1 | JUNAIS K L5 | MOIDU KC L6 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L4 | MUHAMMAD KAISE C.A L3 | AHAMMED IRSHAD L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||||||
| 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 | 47.28 | cum | 200 ₹9,455.8 Lowest | 294.7 ₹13,933.12 | 210 ₹9,928.59 | 281.35 ₹13,301.95 | 278.5 ₹13,167.2 | 266.38 ₹12,594.18 |
| 1.00 | OD45489/2026-2027:Dry Rubble masonry with hard stone in foundation and plinth including cost of all materials and labour charges Etc. | 14.85 | cum | 3,250 ₹48,269 | 3,272.1 ₹48,597.23 | 3,441 ₹51,105.73 | 3,123.42 ₹46,389.03 | 3,091.74 ₹45,918.52 | 2,957.18 ₹43,920.04 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) | 16.59 | cum | 5,550 ₹92,063.4 Lowest | 6,500 ₹1,07,822 | 6,834 ₹1,13,362.39 | 6,204.58 ₹1,02,921.57 | 6,141.64 ₹1,01,877.52 | 5,874.36 ₹97,443.88 |
| 1.00 | 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. | 34.71 | cum | 200 ₹6,942.2 Lowest | 260.9 ₹9,056.1 | 275 ₹9,545.53 | 249.09 ₹8,646.16 | 246.56 ₹8,558.34 | 235.83 ₹8,185.9 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 36.3 | cum | 300 ₹10,890 Lowest | 365.2 ₹13,256.76 | 384 ₹13,939.2 | 348.61 ₹12,654.54 | 345.07 ₹12,526.04 | 330.05 ₹11,980.82 |
| 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) | 14.3 | cum | 8,750 ₹1,25,125 Lowest | 10,465.2 ₹1,49,652.36 | 11,003 ₹1,57,342.9 | 9,989.55 ₹1,42,850.57 | 9,888.22 ₹1,41,401.55 | 9,457.88 ₹1,35,247.68 |
| 1.01 | 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). | 54.91 | cum | 9,750 ₹5,35,411.5 Lowest | 11,014.1 ₹6,04,828.29 | 11,580 ₹6,35,904.12 | 10,513.55 ₹5,77,341.08 | 10,406.91 ₹5,71,485.06 | 9,954 ₹5,46,613.96 |
| 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 | 12.16 | sqm | 260 ₹3,161.6 Lowest | 316.4 ₹3,847.42 | 333 ₹4,049.28 | 302.02 ₹3,672.56 | 298.96 ₹3,635.35 | 285.95 ₹3,477.15 |
| 1.01 | 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) | 10.59 | cum | 7,000 ₹74,095 | 7,567.7 ₹80,104.1 | 7,957 ₹84,224.85 | 7,223.76 ₹76,463.5 | 7,150.49 ₹75,687.94 | 6,839.3 ₹72,393.99 Lowest |
Tender Value
₹72.6 L
EMD Value
₹50,000
Closing Date
18 Jul 2026, 4:00 pmClosed
Executive Engineer,PWD Building Division,Kalpetta
Executive Engineer,PWD Building Division,Kalpetta
GENERAL-General Education - Annual Plan 2025-26 -Construction of school building for Government High School ,Thettamala, Wayanad -General Civil Work
2026_PWD_860062_1
PWD/BLDG/3957/2026-2027
Open Tender
Civil Works - Buildings
Item Rate
365 days
Thettamala
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
9 Sept 2026
10 Jul 2026
20 Jul 2026
10 Jul 2026
18 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 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 | - | cum | - | - |
| 1.002 | OD45489/2026-2027:Dry Rubble masonry with hard stone in foundation and plinth including cost of all materials and labour charges Etc. | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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. | 1 | cum | - | - |
| 1.005 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 1 | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 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). | - | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.009 | 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) | - | cum | - | - |
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