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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC NEDUMKANDAM GP | PATHANAMTHITTA | KERALA | 689694 | ₹10.2 L | L1 | Accepted-AOC agrimentexicuted |
| 2 | Rejected-Technical NEDUMKANDAM GP | IDUKKI | KERALA | 685501 | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | BENNY JOHN L1 | SABU THOMAS L2 |
|---|---|---|---|---|---|
| 1.00APPENDIX -A CONSTRUCTION OF BUILDING | |||||
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 37.5 | sqm | 134.19 ₹5,032.13 Lowest | 160 ₹6,000 |
| 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 | 37.12 | cum | 359.72 ₹13,354.61 Lowest | 450 ₹16,706.25 |
| 1.00 | OD330936/2025-2026:Supplying and fixing dowel bars of size 16 mm dia. TMT bars 1.20 m long ( 0.60 m in rock and 0.60 m in concrete) including drilling holes of 20 mm dia to a depth of 0.60 m in rock and filling the gap with cement grout @ 0.10 kg/E etc. complete | 21 | metre | 343.55 ₹7,214.55 Lowest | 400 ₹8,400 |
| 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) | 2.48 | cum | 7,932.89 ₹19,633.9 Lowest | 9,000 ₹22,275 |
| 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) | 17.88 | cum | 10,488.77 ₹1,87,486.76 Lowest | 11,500 ₹2,05,562.5 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 74.53 | sqm | 762.88 ₹56,855.92 Lowest | 900 ₹67,075.2 |
| 1.01 | OD330939/2025-2026:DRY RUBBLE MASONARY _ Dry rubble 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 | 21.5 | cum | 3,977.16 ₹85,524.85 Lowest | 4,300 ₹92,467.2 |
| 1.01 | 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) | 1.26 | cum | 8,343.49 ₹10,479.42 Lowest | 9,500 ₹11,932 |
| 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). | 16.49 | cum | 13,442.14 ₹2,21,701.22 Lowest | 14,500 ₹2,39,148.5 |
Tender Value
₹10.2 L
EMD Value
₹25,415
Closing Date
22 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION PAMPADUMPARA
Construction of anganvady building
2025_LSGD_809832_15
01/AE/LID AND EW/PMP/TENDER/25-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
PAMBADUMPARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹25,415
21 Aug 2026
15 Oct 2025
25 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
Amount
APPENDIX -A CONSTRUCTION OF BUILDING
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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
OD330936/2025-2026:Supplying and fixing dowel bars of size 16 mm dia. TMT bars 1.20 m long ( 0.60 m in rock and 0.60 m in concrete) including drilling holes of 20 mm dia to a depth of 0.60 m in rock and filling the gap with cement grout @ 0.10 kg/E etc. complete
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)
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD330939/2025-2026:DRY RUBBLE MASONARY _ Dry rubble 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
7.1.1: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)
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).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
SABU THOMAS (BID ID -2408693)
Bidder Name
BENNY JOHN
SABU THOMAS
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