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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹30.0 L+₹11,008.69 (0.37%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹31.0 L+₹1.1 L (3.64%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹31.9 L+₹2.0 L (6.73%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Tender fee not paid |
| Sl No | Description | Qty | Unit | AZHAR C I L3 | JITHIN RADHAKRISHNAN L1 | SIYADMON P A L4 | Jinson Poulose L2 |
|---|---|---|---|---|---|---|---|
| 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 | 48.26 | cum | 339.14 ₹16,365.2 | 330 ₹15,924.15 | 349.25 ₹16,853.06 | 328.42 ₹15,847.91 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) | 11.72 | cum | 7,479.13 ₹87,640.45 | 7,100 ₹83,197.8 Lowest | 7,702.04 ₹90,252.5 | 7,242.73 ₹84,870.31 |
| 1.00 | OD55596/2025-2026:Dry Rubble masonry with hard stone in foundation and plinth including cost of materials,conveyance,labour etc. as per direction of departmental officers at site | 32.27 | cum | 3,749.8 ₹1,20,994.8 | 3,800 ₹1,22,614.6 | 3,861.56 ₹1,24,600.96 | 3,631.27 ₹1,17,170.19 Lowest |
| 1.00 | 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) | 19.17 | cum | 7,866.24 ₹1,50,772.22 | 7,500 ₹1,43,752.5 Lowest | 8,100.69 ₹1,55,265.93 | 7,617.61 ₹1,46,006.73 |
| 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. | 2.44 | cum | 300.25 ₹731.11 | 318.47 ₹775.47 | 309.2 ₹752.9 | 290.76 ₹708 Lowest |
| 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 | 29.82 | cum | 687.67 ₹20,507.69 | 650 ₹19,384.3 Lowest | 708.16 ₹21,118.75 | 665.93 ₹19,859.36 |
| 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 | 4.32 | sqm | 364.07 ₹1,572.78 | 386.16 ₹1,668.21 | 374.92 ₹1,619.65 | 352.56 ₹1,523.06 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 73.48 | sqm | 719.24 ₹52,848.32 | 650 ₹47,760.7 Lowest | 740.68 ₹54,423.69 | 696.51 ₹51,178.16 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 6.48 | sqm | 950.86 ₹6,161.57 | 900 ₹5,832 Lowest | 979.2 ₹6,345.22 | 920.81 ₹5,966.85 |
Tender Value
₹32.9 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
for the construction of New smart village office Chengamanad
2026_PWD_858972_1
PWD/BLDG/TR/3875/2025_5_1_1/1 The
Open Tender
Civil Works - Buildings
Item Rate
270 days
Chengamanad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
22 Sept 2026
3 Jul 2026
16 Jul 2026
3 Jul 2026
14 Jul 2026
3 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 | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD55596/2025-2026:Dry Rubble masonry with hard stone in foundation and plinth including cost of materials,conveyance,labour etc. as per direction of departmental officers at site | - | cum | - | - |
| 1.004 | 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) | - | 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. | - | 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 | 1 | 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 | 0.2 | 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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