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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.5 L+₹24,132.05 (5.65%)Admitted-Fee/PreQual/Technical/Finance | ₹4.5 L+₹24,132.05 (5.65%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.7 L+₹38,104.61 (8.92%)Admitted-Fee/PreQual/Technical/Finance | ₹4.7 L+₹38,104.61 (8.92%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANOOP THOMAS L3 | SP CONSTRUCTIONS L1 | Thomas Chacko L2 |
|---|---|---|---|---|---|---|
| 1.00Construction of She Toilet | ||||||
| 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 | 9.34 | cum | 359.72 ₹3,359.07 | 350 ₹3,268.3 | 348.92 ₹3,258.21 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) | 3.5 | cum | 7,932.89 ₹27,765.12 | 7,900 ₹27,650 | 7,694.9 ₹26,932.15 Lowest |
| 1.00 | OD52026/2026-2027:Modified from 60.7.1 DRY RUBBLE MASONARY - Dry rublle without concrete levelling
course masonary with good quality blasted rubble including 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. | 7.12 | cum | 3,993.46 ₹28,453.4 | 3,900 ₹27,787.5 | 3,873.59 ₹27,599.33 Lowest |
| 1.00 | OD52031/2026-2027:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand ) with hard stone in
foundation and plinth as per direction of engineer incharge at site modified 7.1.1 | 4.14 | cum | 6,722.4 ₹27,803.85 | 6,700 ₹27,711.2 | 6,520.72 ₹26,969.7 Lowest |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.78 | cum | 12,772.18 ₹10,013.39 | 12,500 ₹9,800 | 12,389.01 ₹9,712.98 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 | 9.7 | sqm | 762.88 ₹7,399.94 | 760 ₹7,372 | 739.99 ₹7,177.9 Lowest |
| 1.01 | 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 | 369.26 | kilogram | 112.43 ₹41,515.9 | 110 ₹40,618.6 | 109.05 ₹40,267.8 Lowest |
| 1.01 | 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 | 7.27 | cum | 6,831.14 ₹49,682.88 | 6,800 ₹49,456.4 | 6,626.2 ₹48,192.35 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2.89 | cum | 13,442.14 ₹38,901.55 | 13,000 ₹37,622 Lowest | 13,038.87 ₹37,734.49 |
Tender Value
₹4.7 L
EMD Value
₹11,637
Closing Date
24 Jul 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 272/27- Kurichi Division-Kurichi G H S S She Toilet Construction-General Civil Work
2026_LSGD_860809_29
1/2026-27/AEE/LID and EW
Open Tender
Civil Works - Buildings
Item Rate
240 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,637
Yes
28 Jul 2026
17 Jul 2026
25 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of She Toilet | |||||
| 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 | 1 | 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 | OD52026/2026-2027:Modified from 60.7.1 DRY RUBBLE MASONARY - Dry rublle without concrete levelling
course masonary with good quality blasted rubble including 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 | - | - |
| 1.004 | OD52031/2026-2027:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand ) with hard stone in
foundation and plinth as per direction of engineer incharge at site modified 7.1.1 | - | cum | - | - |
| 1.005 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | 1 | cum | - | - |
| 1.009 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
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