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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | ₹12.9 L | L1 | Accepted-AOC l1 |
| 2 | L2₹14.6 L+₹1.7 L (13.1%)Rejected-Finance | ₹14.6 L+₹1.7 L (13.1%) | L2 | Rejected-Finance L2 |
| 3 | L3₹14.7 L+₹1.7 L (13.5%)Rejected-Finance | ₹14.7 L+₹1.7 L (13.5%) | L3 | Rejected-Finance L3 |
| 4 | L4₹15.8 L+₹2.8 L (22.0%)Rejected-Finance | ₹15.8 L+₹2.8 L (22.0%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Contractor licence expired |
| Sl No | Description | Qty | Unit | VIJAYAKUMAR P R L4 | PAUL P.P L2 | JOHN BOSCO S L3 | Ajayakumar Associates L1 |
|---|---|---|---|---|---|---|---|
| 1.00ANGANWADI NO: 155 WARD 9 | |||||||
| 1.00 | OD46107/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m
long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth
of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete | 48 | each | 537.09 ₹25,780.32 | 406 ₹19,488 | 499.79 ₹23,989.92 | 350 ₹16,800 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 13.8 | sqm | 746.85 ₹10,306.53 | 680 ₹9,384 | 694.97 ₹9,590.59 | 350 ₹4,830 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) | 2.4 | cum | 7,766.29 ₹18,600.26 | 7,080 ₹16,956.6 | 7,226.86 ₹17,308.33 | 6,500 ₹15,567.5 Lowest |
| 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 | 9.76 | cum | 6,687.68 ₹65,238.32 | 6,096 ₹59,466.48 Lowest | 6,223.16 ₹60,706.93 | 6,500 ₹63,407.5 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 106.85 | sqm | 361.99 ₹38,678.63 | 330 ₹35,260.5 | 336.86 ₹35,993.49 | 280 ₹29,918 Lowest |
| 1.01 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | 616.4 | kg | 222.19 ₹1,36,957.92 | 202 ₹1,24,512.8 | 206.77 ₹1,27,453.03 | 175 ₹1,07,870 Lowest |
| 1.01 | 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 | 3.99 | cum | 352.16 ₹1,405.12 | 321 ₹1,280.79 | 327.71 ₹1,307.56 | 250 ₹997.5 Lowest |
| 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) | 1.99 | cum | 8,168.27 ₹16,214.02 | 7,446 ₹14,780.31 | 7,600.91 ₹15,087.81 | 6,000 ₹11,910 Lowest |
| 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 | 1.95 | sqm | 378.05 ₹737.2 | 344 ₹670.8 | 351.79 ₹685.99 | 280 ₹546 Lowest |
Tender Value
₹16.1 L
EMD Value
₹40,237
Closing Date
17 Aug 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer
Nadathara GP 42/2026-2027 Anganwadi Maintenance
2026_LSGD_863934_1
15/AE/LSGD/NDA/26-27
Open Tender
Civil Works - Others
Item Rate
180 days
Nadathara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹40,237
Yes
19 Sept 2026
4 Aug 2026
18 Aug 2026
4 Aug 2026
17 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANGANWADI NO: 155 WARD 9 | |||||
| 1.001 | OD46107/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m
long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth
of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete | - | each | - | - |
| 1.002 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 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 | 50.6.2.1: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 | - | - |
| 1.005 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.006 | 9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding | 1 | kg | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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