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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 LAccepted-AOC | ₹1.5 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹1.5 L+₹739.83 (0.50%)Rejected-Finance | ₹1.5 L+₹739.83 (0.50%) | L2 | Rejected-Finance highest bidder |
| Sl No | Description | Qty | Unit | Sainudheen contractor L1 | SASIDHARAN.K L2 |
|---|---|---|---|---|---|
| 1.00Anganvadi repair | |||||
| 1.00 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 237.47 | sqm | 20.38 ₹4,839.17 Lowest | 20.48 ₹4,863.49 |
| 1.00 | 13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | 237.47 | sqm | 117.47 ₹27,896.12 Lowest | 118.06 ₹28,036.3 |
| 1.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 40.42 | sqm | 164.04 ₹6,629.67 Lowest | 164.86 ₹6,662.98 |
| 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 | 0.86 | cum | 357.92 ₹309.24 Lowest | 359.72 ₹310.8 |
| 1.00 | OD442771/2025-2026:(OD from DAR 60.7.1) 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 labor charges etc. complete as per direction of
Departmental officers at site | 0.86 | cum | 3,973.49 ₹3,433.1 Lowest | 3,993.46 ₹3,450.35 |
| 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 | 15.91 | kilogram | 111.87 ₹1,779.82 Lowest | 112.43 ₹1,788.76 |
| 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 | 0.72 | sqm | 384.23 ₹276.65 Lowest | 386.16 ₹278.04 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.22 | cum | 9,189.79 ₹1,984.99 Lowest | 9,235.97 ₹1,994.97 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1.2 | cum | 7,242.63 ₹8,691.16 Lowest | 7,279.03 ₹8,734.84 |
Tender Value
₹1.5 L
EMD Value
₹3,699
Closing Date
22 May 2026, 3:00 pmClosed
The Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattithara Grama Panchayat
Annual Plan-Annual Plan 2025-26 Pr. No. 340 Rennovation work in 57 number Thozhookkara lakshamveedu anganwadi -340 /2025-26-General Civil Work
2026_LSGD_850732_5
01/AE/LID EW/PTRA/2026-27
Open Tender
Civil Works - Buildings
Item Rate
150 days
Pattithara Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹3,699
Yes
31 Jul 2026
14 May 2026
23 May 2026
14 May 2026
22 May 2026
14 May 2026
14 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Anganvadi repair | |||||
| 1.001 | 13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | 1 | sqm | - | - |
| 1.002 | 13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | 1 | sqm | - | - |
| 1.003 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 1 | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD442771/2025-2026:(OD from DAR 60.7.1) 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 labor charges etc. complete as per direction of
Departmental officers at site | 1 | 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 | - | kilogram | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.009 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
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