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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | ₹7.4 L Quoted ₹7.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.9 L+₹38,092.81 (5.03%)Rejected-AOC | ₹7.9 L+₹38,092.81 (5.03%) | L2 | Rejected-AOC l2 |
| 3 | L3₹8.0 L+₹41,122.44 (5.43%)Rejected-AOC | ₹8.0 L+₹41,122.44 (5.43%) | L3 | Rejected-AOC L3 |
| 4 | L4₹8.1 L+₹48,098.89 (6.35%)Rejected-AOC | ₹8.1 L+₹48,098.89 (6.35%) | L4 | Rejected-AOC l4 |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance 20 1906 A30 A30 MARKET ROAD ERATTUPETTA KOTTAYAM KERALA 686121 | KOTTAYAM | KERALA | 686121 | - | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid |
| Sl No | Description | Qty | Unit | P.G.Roy L3 | P A JOHN L2 | NOBY ANTONY L4 | PILLARRA VENTURES PVT LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00Kitchen block | |||||||
| 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 | 6.07 | cum | 500 ₹3,035 | 360 ₹2,185.2 | 359.72 ₹2,183.5 | 350 ₹2,124.5 Lowest |
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 0.24 | cum | 1,000 ₹240 Lowest | 2,100 ₹504 | 2,129.84 ₹511.16 | 1,300 ₹312 |
| 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) | 3.88 | cum | 8,000 ₹31,064 | 7,500 ₹29,122.5 Lowest | 7,932.89 ₹30,803.41 | 8,100 ₹31,452.3 |
| 1.00 | 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 | 14.74 | cum | 1,000 ₹14,743 | 800 ₹11,794.4 | 729.39 ₹10,753.4 Lowest | 1,750 ₹25,800.25 |
| 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 | 2.48 | cum | 8,000 ₹19,800 | 6,850 ₹16,953.75 | 6,831.14 ₹16,907.07 Lowest | 8,350 ₹20,666.25 |
| 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 | 5.6 | sqm | 350 ₹1,960 Lowest | 386 ₹2,161.6 | 386.16 ₹2,162.5 | 550 ₹3,080 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 45.28 | sqm | 700 ₹31,696 | 760 ₹34,412.8 | 762.88 ₹34,543.21 | 575 ₹26,036 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 44.66 | sqm | 900 ₹40,196.7 | 920 ₹41,089.96 | 961.24 ₹42,931.86 | 590 ₹26,351.17 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 14.4 | sqm | 950 ₹13,680 | 1,000 ₹14,400 | 1,008.55 ₹14,523.12 | 600 ₹8,640 Lowest |
Tender Value
₹8.1 L
EMD Value
₹20,125
Closing Date
7 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
O/o The Assistant Executive Engineer, PWD Buildings Sub Division Ernakulam, Thrikkakara PO 682021
MLA-SDF-2025-26 Construction of Kitchen Block for St. Augustine s School, -Thykoodam-General Civil Work
2026_PWD_855650_2
14/AEE/BL/EKM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thykoodam - Ernakulam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,775
Yes
₹20,125
Yes
11 Sept 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kitchen block | |||||
| 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 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | - | 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 | 50.2.25.1: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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | 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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