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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.0 LAccepted-AOC | ₹66.0 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹66.3 L+₹26,021.02 (0.39%)Rejected-AOC | ₹66.3 L+₹26,021.02 (0.39%) | L2 | Rejected-AOC Second Lowest |
| 3 | L3₹68.0 L+₹2.0 L (3.02%)Rejected-AOC THONIPALLAM HOUSE THEKKEDESAM POST NALLEPILLY PALAKKAD 678 553 | PALAKKAD | KERALA | 678553 | ₹68.0 L+₹2.0 L (3.02%) | L3 | Rejected-AOC Second Lowest |
| 4 | L4₹68.4 L+₹2.4 L (3.67%)Rejected-Finance | ₹68.4 L+₹2.4 L (3.67%) | L4 | Rejected-Finance L4 |
| 5 | L6₹70.0 L+₹4.0 L (6.00%)Rejected-Finance | ₹70.0 L+₹4.0 L (6.00%) | L6 | Rejected-Finance L6 |
| Sl No | Description | Qty | Unit | M K SHAMMY L4 | A.SURESH L3 | K R PAULSON L6 | DONSON N.A L8 | DAVIS ANTO P L5 | P.O.ANTONY L1 | MOHAMMED SHABEEB C A L2 | AMRITH RAJ L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00BUILDING WORK | |||||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 180.09 | cum | 218.95 ₹39,430.71 | 232 ₹41,780.88 | 226.1 ₹40,718.35 | 234 ₹42,141.06 | 220 ₹39,619.8 | 205 ₹36,918.45 Lowest | 212.03 ₹38,184.48 | 350 ₹63,031.5 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 21.6 | cum | 199.71 ₹4,313.74 | 212 ₹4,579.2 | 206.23 ₹4,454.57 | 214 ₹4,622.4 | 205 ₹4,428 | 205 ₹4,428 | 193.4 ₹4,177.44 Lowest | 200 ₹4,320 |
| 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) | 30.55 | cum | 6,742.16 ₹2,05,979.73 | 7,140 ₹2,18,134.14 | 6,961.9 ₹2,12,693.01 | 7,211 ₹2,20,303.26 | 6,885 ₹2,10,343.64 | 6,400 ₹1,95,526.4 Lowest | 6,528.77 ₹1,99,460.45 | 8,200 ₹2,50,518.2 |
| 1.00 | OD294716/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 13.54 | cum | 5,805.78 ₹78,610.26 | 6,150 ₹83,271 | 5,995.01 ₹81,172.44 | 6,210 ₹84,083.4 | 5,930 ₹80,292.2 | 6,000 ₹81,240 | 5,622.03 ₹76,122.29 Lowest | 8,400 ₹1,13,736 |
| 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. | 200.62 | cum | 270.66 ₹54,299.27 | 256 ₹51,358.21 | 279.49 ₹56,070.72 | 289 ₹57,978.6 | 275 ₹55,169.95 | 250 ₹50,154.5 | 262.1 ₹52,581.98 | 200 ₹40,123.6 Lowest |
| 1.01 | OD294488/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work upto plinth level | 68.18 | cum | 9,255.04 ₹6,31,008.63 | 9,200 ₹6,27,256 | 9,556.69 ₹6,51,575.12 | 9,899 ₹6,74,913.82 | 9,453 ₹6,44,505.54 | 8,490 ₹5,78,848.2 Lowest | 8,962.12 ₹6,11,037.34 | 9,800 ₹6,68,164 |
| 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 | 7,163.5 | kilogram | 95.55 ₹6,84,472.43 | 90 ₹6,44,715 | 98.67 ₹7,06,822.55 | 102 ₹7,30,677 | 98 ₹7,02,023 | 87 ₹6,23,224.5 Lowest | 92.53 ₹6,62,838.66 | 100 ₹7,16,350 |
| 1.01 | OD294489/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site oflaying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. There is no additional payment for excess cement used in the mix design separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD.-All work above plinth level upto floor V level | 87.47 | cum | 10,628.23 ₹9,29,683.16 | 10,200 ₹8,92,224.6 Lowest | 10,974.63 ₹9,59,983.81 | 11,367 ₹9,94,305.59 | 10,855 ₹9,49,519.42 | 10,300 ₹9,00,971.9 | 10,291.85 ₹9,00,259 | 10,550 ₹9,22,840.15 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 174.24 | sqm | 328.19 ₹57,183.83 | 340 ₹59,241.6 | 338.89 ₹59,048.19 | 351 ₹61,158.24 | 335 ₹58,370.4 | 310 ₹54,014.4 Lowest | 317.81 ₹55,375.21 | 440 ₹76,665.6 |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
3 Jun 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division Thrissur 680020
GENERAL-General Education Department- Annual plan 2025-26 Construction of School building for Govt. L P School Alagappanagar Thrissur-Ground Floor- General Civil Work
2026_PWD_851822_1
01/2026-27/EE(B)TSR
Open Tender
Civil Works - Buildings
Item Rate
365 days
Alagappanagar
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jul 2026
19 May 2026
6 Jun 2026
19 May 2026
3 Jun 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING WORK | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 1.002 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | - | 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) | 1 | cum | - | - |
| 1.004 | OD294716/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - |
| 1.005 | 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. | 0.2 | cum | - | - |
| 1.006 | OD294488/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is not payable or recoverable separately. All work upto plinth level | - | cum | - | - |
| 1.007 | 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 | - | kilogram | - | - |
| 1.008 | OD294489/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site oflaying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content obtained as per mix design shall be used by the contractor at site to obtain the required strength. There is no additional payment for excess cement used in the mix design separately as per circular no. CE/BL/GL/6541/2015 dtd. 30.08.17 of CE, BLDS PWD.-All work above plinth level upto floor V level | 0.2 | cum | - | - |
| 1.009 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
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