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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC | ₹16.2 L | L1 | Accepted-AOC First Bidder |
| 2 | Rejected-Technical THEKKEKARA MAKKAPPALLIL PUTHENCHANTHA P O | KERALA | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Shaji Andrews L2 | JANCY ABRAHAM L1 |
|---|---|---|---|---|---|
| 1.00Construction of Anganvady | |||||
| 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 | 32.06 | cum | 340.5 ₹10,916.43 | 335 ₹10,740.1 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) | 2.25 | cum | 7,510 ₹16,897.5 | 7,386 ₹16,618.5 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 7.8 | sqm | 365.57 ₹2,851.45 | 360 ₹2,808 Lowest |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.14 | cum | 9,929.7 ₹1,20,546.56 | 9,765 ₹1,18,547.1 Lowest |
| 1.00 | 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 | 1,381.6 | kilogram | 106.4 ₹1,47,002.24 | 104.5 ₹1,44,377.2 Lowest |
| 1.01 | OD64496/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and packing to compactness to lines and levels cost and conveyance of
all materials labour charges etc. complete as per direction of Departmental officers at site | 6.26 | cum | 4,837.93 ₹30,266.09 | 4,758 ₹29,766.05 Lowest |
| 1.01 | 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. | 15.36 | cum | 301.49 ₹4,629.68 | 297 ₹4,560.73 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 | 102.96 | sqm | 722.2 ₹74,357.71 | 710 ₹73,101.6 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 43.2 | sqm | 954.79 ₹41,246.93 | 939 ₹40,564.8 Lowest |
Tender Value
₹17.4 L
EMD Value
₹43,424
Closing Date
27 Jul 2026, 4:00 pmClosed
ANEESH T A
LID EW Panachikkd
159/26-Construction smart Anganvady no 112 in ward 9
2026_LSGD_861410_12
1/AE/LSGD/PKD/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Panachikkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹43,424
Yes
4 Sept 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Anganvady | |||||
| 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 | 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 | - | - |
| 1.004 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.006 | OD64496/2026-2027:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble
(without bond stone), and packing to compactness to lines and levels cost and conveyance of
all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.007 | 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. | 1 | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 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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