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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.4 L+₹1.0 L (16.4%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹8.1 L+₹1.7 L (27.2%)Admitted-Fee/PreQual/Technical/Finance ADIMALI G P | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹8.3 L+₹2.0 L (31.1%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹8.4 L+₹2.1 L (32.5%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L3 | Balachandran L4 | ABISHEK B L5 | JJ ASSOCIATES L1 | Sharoon Muhammed L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Estimate | ||||||||
| 1.00 | 50.12.4.2:Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately) | 37.21 | sqm | 970.79 ₹36,123.1 | 1,002 ₹37,284.42 | 1,017 ₹37,842.57 | 763.21 ₹28,399.04 Lowest | 1,017.6 ₹37,864.9 |
| 1.00 | 21.7.1:Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fastners of 8 mm dia and 75 mm long bolt including providing aluminium - washers 2 mm thick 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per drawing and direction of Engineer -in-charge.Anodised aluminium sheet 2.5 mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | 44.65 | kg | 721.72 ₹32,226.24 | 745 ₹33,265.74 | 756 ₹33,756.91 | 567.39 ₹25,335.1 Lowest | 756.53 ₹33,780.58 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 5.4 | cum | 245.77 ₹1,327.16 | 253 ₹1,366.2 | 257 ₹1,387.8 | 193.23 ₹1,043.44 Lowest | 257.63 ₹1,391.2 |
| 1.00 | OD117426/2026-2027:Dry Rubble mansonry | 5.4 | cum | 5,857.3 ₹31,629.42 | 6,047 ₹32,653.8 | 6,139 ₹33,150.6 | 4,604.79 ₹24,865.87 Lowest | 6,139.73 ₹33,154.54 |
| 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) | 3.04 | cum | 7,959.68 ₹24,181.51 | 8,218 ₹24,966.28 | 8,343 ₹25,346.03 | 6,257.62 ₹19,010.65 Lowest | 8,343.49 ₹25,347.52 |
| 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 | 3.08 | cum | 6,517.86 ₹20,061.97 | 6,728 ₹20,708.78 | 6,831 ₹21,025.82 | 5,123.36 ₹15,769.7 Lowest | 6,831.14 ₹21,026.25 |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 43.6 | sqm | 337.34 ₹14,709.71 | 348 ₹15,174.54 | 353 ₹15,392.57 | 265.21 ₹11,564.48 Lowest | 353.61 ₹15,419.16 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 43.6 | sqm | 77.13 ₹3,363.25 | 79 ₹3,444.8 | 80 ₹3,488.4 | 60.63 ₹2,643.77 Lowest | 80.85 ₹3,525.46 |
| 1.01 | 13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | 5,496.22 | sqm | 108.69 ₹5,97,383.61 | 112 ₹6,15,576.08 | 113 ₹6,21,072.3 | 85.45 ₹4,69,651.57 Lowest | 95 ₹5,22,140.43 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
22 Sept 2026, 5:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan-IDP WORKS - 2026-27 - CHINNAKANAL G P- G H S S MAINTANANCE-126/27-General Civil Work
2026_LSGD_869144_4
05/T/AEE/LID EW/IDK/2026-2027
Open Tender
Civil Works - Others
Item Rate
240 days
CHINNAKANAL G P
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,184
Yes
24 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
11 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate | |||||
| 1.001 | 50.12.4.2:Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately) | 37.21 | sqm | - | - |
| 1.002 | 21.7.1:Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fastners of 8 mm dia and 75 mm long bolt including providing aluminium - washers 2 mm thick 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per drawing and direction of Engineer -in-charge.Anodised aluminium sheet 2.5 mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | 44.65 | kg | - | - |
| 1.003 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 5.4 | cum | - | - |
| 1.004 | OD117426/2026-2027:Dry Rubble mansonry | 5.4 | cum | - | - |
| 1.005 | 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) | 3.04 | cum | - | - |
| 1.006 | 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 | 3.08 | cum | - | - |
| 1.007 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 43.61 | sqm | - | - |
| 1.008 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 43.61 | sqm | - | - |
| 1.009 | 13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work | 5,496.22 | sqm | - | - |
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