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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC KANIYAMPADICKAL HOUSE KALAKETTY P O | KALAKETTY | KOTTAYAM | KERALA | L1 | Accepted-AOC l1 | |
| 2 | L2₹10.2 L+₹54,184.63 (5.59%)Rejected-Finance | L2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | ROY MATHEW L1 | VIPINKUMAR C V L2 |
|---|---|---|---|---|---|
| 1.00Renovation of pond | |||||
| 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 | 20.8 | cum | 366 ₹7,612.8 Lowest | 386.11 ₹8,031.09 |
| 1.00 | OD264741/2025-2026: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 25.44 | cum | 3,794 ₹96,519.36 Lowest | 4,169.93 ₹1,06,083.02 |
| 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) | 2.08 | cum | 8,069 ₹16,783.52 Lowest | 8,514.64 ₹17,710.45 |
| 1.00 | 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) | 6.4 | cum | 9,394 ₹60,121.6 Lowest | 9,913.28 ₹63,444.99 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 263.3 | sqm | 392 ₹1,03,213.6 Lowest | 414.48 ₹1,09,132.58 |
| 1.01 | OD264315/2025-2026:(OD From DAR 60.6)-PVC WEEP HOLES - Providing weep holes using 75mm dia. PVC Pipes working pressure 4kg /sq.cm including cost of materials labour charges etc. complete. | 6.5 | metre | 741 ₹4,816.5 | 118.81 ₹772.27 Lowest |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 28.3 | cum | 12,991 ₹3,67,645.3 Lowest | 13,708.81 ₹3,87,959.32 |
| 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 | 1,485.7 | kilogram | 114 ₹1,69,369.8 Lowest | 120.67 ₹1,79,279.42 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 60.48 | cum | 742 ₹44,876.16 Lowest | 782.87 ₹47,347.98 |
Tender Value
₹9.7 L
EMD Value
₹24,355
Closing Date
25 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER , LSGD, AMBOORI G.P
Annual Plan-Amboori G.P 2025-26-P.NO.189/26- Renovation of Amboori pond(Fourth phase)
2025_LSGD_797374_1
1/AE/LSGD/AMB/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Amboori G, P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,150
Yes
₹24,355
Yes
23 Oct 2025
18 Sept 2025
27 Sept 2025
18 Sept 2025
25 Sept 2025
18 Sept 2025
Amount
Renovation of pond
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
OD264741/2025-2026: DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site
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)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD264315/2025-2026:(OD From DAR 60.6)-PVC WEEP HOLES - Providing weep holes using 75mm dia. PVC Pipes working pressure 4kg /sq.cm including cost of materials labour charges etc. complete.
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
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
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)
VIPINKUMAR C V (BID ID -2357224)
Bidder Name
ROY MATHEW
VIPINKUMAR C V
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