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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.4 L+₹38,979.25 (4.88%)Admitted-Fee/PreQual/Technical/Finance | ₹8.4 L+₹38,979.25 (4.88%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GIREESAN B L2 | govind L1 |
|---|---|---|---|---|---|
| 1.00ANGANWADI 65 | |||||
| 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 | 19.4 | cum | 359 ₹6,966.04 | 340 ₹6,597.36 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) | 2.77 | cum | 7,932.89 ₹21,989.97 | 7,650 ₹21,205.8 Lowest |
| 1.00 | 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) | 27.14 | cum | 8,300 ₹2,25,295.2 | 8,000 ₹2,17,152 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 | 9.36 | sqm | 380 ₹3,556.8 | 350 ₹3,276 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) | 2.33 | cum | 10,488.77 ₹24,438.83 | 10,120 ₹23,579.6 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 | 130.48 | kilogram | 112 ₹14,613.76 | 100 ₹13,048 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 | 11.53 | cum | 6,830 ₹78,743.07 | 6,500 ₹74,938.5 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 86.88 | sqm | 365 ₹31,711.2 | 340 ₹29,539.2 Lowest |
| 1.01 | OD541975/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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.(cherthala thaluke DSR) | 35.8 | cum | 1,180.52 ₹42,268.52 | 1,130 ₹40,459.65 Lowest |
Tender Value
₹8.4 L
EMD Value
₹21,053
Closing Date
19 Aug 2026, 5:00 pmClosed
AE
Assistant Engineer LID EW Panavally Gp
PNLY gp 2025-26 Pro no 60/26 Anganawadi Maintanance in Various ward in-Panavally GP
2026_LSGD_864938_1
2(1)/AE/LID EW/PNLY/26-27
Open Tender
Civil Works - Others
Item Rate
PANAVALLY GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,860
Yes
₹21,053
Yes
24 Aug 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ANGANWADI 65 | |||||
| 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) | 1 | cum | - | - |
| 1.003 | 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 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.009 | OD541975/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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.(cherthala thaluke DSR) | 1 | cum | - | - |
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