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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd.07.02.26 of Peringome Vayakkara GP | |
| 2 | L2₹5.2 L+₹31,576.34 (6.43%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | K.P ARAVINDAKSHAN L2 | JOBY NJ L1 |
|---|---|---|---|---|---|
| 1.00maintenance work | |||||
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 10.67 | cum | 480 ₹5,120.64 | 470 ₹5,013.96 Lowest |
| 1.00 | OD415863/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( MOD 50.6.7.1 DAR ) | 27.53 | cum | 6,500 ₹1,78,932 | 6,400 ₹1,76,179.2 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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. | 10.67 | cum | 310 ₹3,307.08 | 297 ₹3,168.4 Lowest |
| 1.00 | 50.2.26.1: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. | 10.16 | cum | 420 ₹4,268.88 | 416 ₹4,228.22 Lowest |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 38.68 | sqm | 355 ₹13,731.4 | 345 ₹13,344.6 Lowest |
| 1.01 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 25.68 | sqm | 200 ₹5,136 | 190 ₹4,879.2 Lowest |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 349.48 | kg | 190 ₹66,400.63 | 174 ₹60,809 Lowest |
| 1.01 | 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 | 251.62 | sqm | 165 ₹41,517.96 | 153 ₹38,498.47 Lowest |
| 1.01 | OD430112/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.vertically including cost and conveyance of all materials all labour charges fabricating etc complete (modified 16.68 by replacing sand bed 6mm stone aggregate bed) | 105.4 | sqm | 1,250 ₹1,31,750 | 1,100 ₹1,15,940 Lowest |
Tender Value
₹4.9 L
EMD Value
₹12,370
Closing Date
31 Jan 2026, 6:00 pmClosed
Assistant Engineer
LID EW Section, Peringome Vayakkara Grama Panchayat
Annual Plan-Peringome Vayakkara GP 2025-26 Construction of Childrens Park at Schools-Peringome vayakkara GP pro .no155/2025-26
2026_LSGD_828839_4
E4/161/25-26
Open Tender
Civil Works - Buildings
Item Rate
270 days
Peringome vayakkara GP
Please Refer Tender Documents
8 documents required · 8 mandatory
₹1,095
Yes
₹12,370
Yes
30 Apr 2026
22 Jan 2026
3 Feb 2026
22 Jan 2026
31 Jan 2026
22 Jan 2026
maintenance work
2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock
OD415863/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.( MOD 50.6.7.1 DAR )
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
50.2.26.1: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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
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
OD430112/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.vertically including cost and conveyance of all materials all labour charges fabricating etc complete (modified 16.68 by replacing sand bed 6mm stone aggregate bed)
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)
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
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