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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.3 LAccepted-AOC | ₹66.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹66.4 L+₹13,443.06 (0.20%)Rejected-Finance 4 416 PENGATTUSSERY EDATHALAP O ALUVA 683112 | ERNAKULAM | KERALA | 683112 | ₹66.4 L+₹13,443.06 (0.20%) | L2 | Rejected-Finance L2 |
| 3 | L3₹69.4 L+₹3.2 L (4.80%)Rejected-Finance CHENAYAPPILLI HOUSE PULINTHANAM P O POTHANIKKAD PIN 686671 | POTHANIKKAD | ERNAKULAM | KERALA | 686671 | ₹69.4 L+₹3.2 L (4.80%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | BIJUMON P A L1 | AJ CONSTRUCTIONS L2 | SHAJU C SKARIAH L3 |
|---|---|---|---|---|---|---|
| 1.00Building Proper | ||||||
| 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 | 156.82 | cum | 300 ₹47,044.8 | 293 ₹45,947.09 Lowest | 305 ₹47,828.88 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 26.14 | cum | 100 ₹2,613.6 Lowest | 107 ₹2,796.55 | 111 ₹2,901.1 |
| 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) | 25.07 | cum | 6,400 ₹1,60,460.8 Lowest | 6,465 ₹1,62,090.48 | 6,742 ₹1,69,035.42 |
| 1.00 | 50.6.2.1: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 with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 7.08 | cum | 6,000 ₹42,468 | 5,567 ₹39,403.23 Lowest | 5,806.5 ₹41,098.41 |
| 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. | 156.82 | cum | 250 ₹39,204 Lowest | 259 ₹40,615.34 | 270.5 ₹42,418.73 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 15.24 | cum | 500 ₹7,618.5 Lowest | 594 ₹9,050.78 | 619 ₹9,431.7 |
| 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 | 122 | sqm | 300 ₹36,600 Lowest | 315 ₹38,430 | 328 ₹40,016 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 389.36 | sqm | 600 ₹2,33,615.4 Lowest | 621 ₹2,41,791.94 | 648 ₹2,52,304.63 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 192.5 | sqm | 800 ₹1,54,000 Lowest | 822 ₹1,58,235 | 857 ₹1,64,972.5 |
Tender Value
₹81.8 L
EMD Value
₹50,000
Closing Date
28 Feb 2026, 2:00 pmClosed
Executive Engineer
O/o the Executive Engineer PWD,Buildings Division
construction of a two storied framed structure with Hall in Grounf floor and 2 class rooms in the upper floor .
2026_PWD_838662_1
PWD/BLDG/TR/11796/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
PAIMATTOM, KOTHAMANGALAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
11 Aug 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Proper | |||||
| 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 | 0.4 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | 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 | 50.6.2.1: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 with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | 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. | 0.4 | cum | - | - |
| 1.006 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.6 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
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