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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹1.9 LRejected-AOC KUNDUPARAMBIL CHEMBRA PO | KOLLAM | KERALA | 689694 | ₹1.9 L | L2 | Rejected-AOC REJECTED |
| 3 | Rejected-Technical A DRUHITH VEEDU IRIMBILIYAM PURAPPETTIVAM VIBHAGAM 676552 | IRIMBILIYAM | MALAPPURAM | KERALA | 676552 | - | - | Rejected-Technical 196223.21 |
| Sl No | Description | Qty | Unit | IBRAHIM T L1 | ABDUL HAKKEEM K P L2 | YOUSUF CHUNGATH L3 |
|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL MAITENANCE | ||||||
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 2.67 | cum | 1,005.88 ₹2,690.73 | 1,027.31 ₹2,748.05 | 1,079.99 ₹2,888.97 |
| 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 | 9.74 | cum | 216.43 ₹2,107.38 | 221.05 ₹2,152.36 | 232.38 ₹2,262.68 |
| 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 | 7.7 | cum | 302.2 ₹2,328.15 | 308.64 ₹2,377.76 | 324.47 ₹2,499.72 |
| 1.00 | OD416117/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
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 | 34.72 | cum | 3,354.91 ₹1.2 L | 3,426.39 ₹1.2 L | 3,602.1 ₹1.3 L |
| 1.00 | OD416118/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 1.34 | cum | 1,441.51 ₹1,928.74 | 1,472.23 ₹1,969.84 | 1,547.72 ₹2,070.85 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.14 | cum | 8,370.7 ₹17,913.30 | 8,549.05 ₹18,294.97 | 8,987.46 ₹19,233.16 |
| 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 | 5.35 | sqm | 324.41 ₹1,735.59 | 331.33 ₹1,772.62 | 348.32 ₹1,863.51 |
| 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 | 107 | kilogram | 94.45 ₹10,106.15 | 96.46 ₹10,321.22 | 101.41 ₹10,850.87 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.14 | cum | 6,480.14 ₹13,867.50 | 6,618.22 ₹14,162.99 | 6,957.61 ₹14,889.29 |
Tender Value
₹2.2 L
EMD Value
₹5,439
Closing Date
13 Mar 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer,Paruthur GP
PARUTHUR GP 2025-26 COMPOUND WALL RENOVATION AT PULIYAPATTAKKUNNU ANGANWADI ,W-16-PRO.NO.341
2026_LSGD_844340_4
10/AE/LSGD/PDR/25-26
Open Tender
Civil Works - Roads
180 days
Paruthur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,439
Yes
30 May 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
COMPOUND WALL MAITENANCE
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
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
OD416117/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry 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
OD416118/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
OD416185/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete
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