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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.9 LAccepted-Finance | ₹64.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹67.6 L+₹2.6 L (4.08%)Rejected-Finance | ₹67.6 L+₹2.6 L (4.08%) | L2 | Rejected-Finance L2 |
| 3 | L3₹69.3 L+₹4.4 L (6.78%)Rejected-Finance CHENAYAPPILLI HOUSE PULINTHANAM P O POTHANIKKAD PIN 686671 | POTHANIKKAD | ERNAKULAM | KERALA | 686671 | ₹69.3 L+₹4.4 L (6.78%) | L3 | Rejected-Finance L3 |
| 4 | L4₹71.4 L+₹6.5 L (9.94%)Rejected-Finance KANAKUZHI H KARUKADAM PO PIN 686691 KOTHAMANGALAM | ERNAKULAM | KERALA | 686691 | ₹71.4 L+₹6.5 L (9.94%) | L4 | Rejected-Finance L4 |
| 5 | L5₹71.7 L+₹6.7 L (10.4%)Rejected-Finance | ₹71.7 L+₹6.7 L (10.4%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MUHAMMED K M L4 | N.D JOSE L5 | M.D.BABY L2 | Laby Baby L9 | Kurian Varghese L7 | BIJUMON P A L1 | SUGATHAN C V L8 | KURIAN MATHOOR L10 | COCHIN SURAKSHA INFRASTRUCTURE PRIVATE LIMITED L6 | 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 | 315 ₹49,397.04 | 250 ₹39,204 Lowest | 297.5 ₹46,652.76 | 300 ₹47,044.8 | 350 ₹54,885.6 | 300 ₹47,044.8 | 323 ₹50,651.57 | 324 ₹50,808.38 | 318.35 ₹49,922.37 | 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 | 114.25 ₹2,986.04 | 300 ₹7,840.8 | 108.35 ₹2,831.84 | 130 ₹3,397.68 | 120 ₹3,136.32 | 100 ₹2,613.6 Lowest | 117 ₹3,057.91 | 131.45 ₹3,435.58 | 115.95 ₹3,030.47 | 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) | 26.61 | cum | 6,940 ₹1,84,666.46 | 6,500 ₹1,72,958.5 | 6,560.5 ₹1,74,568.34 | 7,400 ₹1,96,906.6 | 8,500 ₹2,26,176.5 | 6,400 ₹1,70,297.6 Lowest | 7,123 ₹1,89,535.91 | 7,139 ₹1,89,961.65 | 7,020.6 ₹1,86,811.15 | 6,743 ₹1,79,424.49 |
| 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 | 6.95 | cum | 5,977 ₹41,510.27 | 7,000 ₹48,615 | 5,649.34 ₹39,234.67 Lowest | 6,831 ₹47,441.3 | 7,900 ₹54,865.5 | 5,900 ₹40,975.5 | 6,134 ₹42,600.63 | 7,773 ₹53,983.49 | 6,045.55 ₹41,986.34 | 5,806 ₹40,322.67 |
| 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 | 278 ₹43,594.85 | 250 ₹39,204 | 263.37 ₹41,300.63 | 250 ₹39,204 | 150 ₹23,522.4 Lowest | 250 ₹39,204 | 285 ₹44,692.56 | 286 ₹44,849.38 | 281.84 ₹44,197.02 | 270 ₹42,340.32 |
| 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 | 10.52 | cum | 638 ₹6,711.12 | 700 ₹7,363.3 | 603.2 ₹6,345.06 | 800 ₹8,415.2 | 900 ₹9,467.1 | 600 ₹6,311.4 Lowest | 654 ₹6,879.43 | 664 ₹6,984.62 | 645.51 ₹6,790.12 | 620 ₹6,521.78 |
| 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 | 338 ₹41,236 | 200 ₹24,400 Lowest | 319.35 ₹38,960.7 | 350 ₹42,700 | 350 ₹42,700 | 300 ₹36,600 | 346 ₹42,212 | 347.5 ₹42,395 | 341.75 ₹41,693.5 | 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 | 388.97 | sqm | 667 ₹2,59,442.32 | 550 ₹2,13,932.95 | 630.89 ₹2,45,396.65 | 750 ₹2,91,726.75 | 525 ₹2,04,208.73 Lowest | 600 ₹2,33,381.4 | 685 ₹2,66,443.77 | 687.19 ₹2,67,295.61 | 675.14 ₹2,62,608.53 | 648 ₹2,52,051.91 |
| 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 | 882 ₹1,69,785 | 750 ₹1,44,375 | 834.07 ₹1,60,558.48 | 900 ₹1,73,250 | 575 ₹1,10,687.5 Lowest | 750 ₹1,44,375 | 905 ₹1,74,212.5 | 908.44 ₹1,74,874.7 | 892.56 ₹1,71,817.8 | 857 ₹1,64,972.5 |
Tender Value
₹81.7 L
EMD Value
₹50,000
Closing Date
14 Jul 2026, 2:00 pmClosed
The Executive Engineer
Office of the Executive Engineer,PWD,Buildings Division Ernakulam
to construct two storied framed structure with three class rooms in Ground floor and Two class rooms in first floor.
2026_PWD_858983_1
PWD/BLDG/TR/11954/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Panipra
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
11 Aug 2026
4 Jul 2026
16 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 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) | - | 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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