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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.9 L+₹17,976 (4.87%)Rejected-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical THENNADY LP S | VELLORE | TAMIL NADU | 632001 | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | BAIJU V L2 | SEBASTIAN ABRAHAM L4 | Jomon joseph L3 | Jitham building solutions L5 | PRAVEEN K P L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Compound Raising | ||||||||
| 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 | 3.07 | cum | 329.14 ₹1,011.12 | 300 ₹921.6 Lowest | 334 ₹1,026.05 | 341.73 ₹1,049.79 | 313.86 ₹964.18 |
| 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) | 0.51 | cum | 7,258.59 ₹3,716.4 | 7,100 ₹3,635.2 | 7,376 ₹3,776.51 | 7,536.25 ₹3,858.56 | 6,921.45 ₹3,543.78 Lowest |
| 1.00 | 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) | 1.03 | cum | 9,597.22 ₹9,933.12 | 9,800 ₹10,143 | 9,753 ₹10,094.36 | 9,964.33 ₹10,313.08 | 9,151.45 ₹9,471.75 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 9.36 | sqm | 353.34 ₹3,307.26 | 300 ₹2,808 Lowest | 359 ₹3,360.24 | 366.85 ₹3,433.72 | 336.92 ₹3,153.57 |
| 1.00 | 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 | 62.1 | kilogram | 102.87 ₹6,388.23 | 100 ₹6,210 | 104 ₹6,458.4 | 106.81 ₹6,632.9 | 98.1 ₹6,092.01 Lowest |
| 1.01 | OD192474/2025-2026:Filling of contractors own earth (excluding rock) in trenches,plinth sides of foundations etc.in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m as per direction of site engineer in charge.(Filling ground) | 56.25 | cum | 1,063.45 ₹59,819.06 | 1,200 ₹67,500 | 1,080 ₹60,750 | 1,104.13 ₹62,107.31 | 1,014.05 ₹57,040.31 Lowest |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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 | 302.44 | kg | 211.3 ₹63,904.94 | 185 ₹55,950.85 Lowest | 215 ₹65,023.96 | 219.38 ₹66,348.63 | 201.49 ₹60,938.03 |
| 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 | 678.76 | kg | 171.15 ₹1,16,169.77 | 150 ₹1,01,814 Lowest | 174 ₹1,18,104.24 | 177.7 ₹1,20,615.65 | 163.2 ₹1,10,773.63 |
| 1.01 | OD198008/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall (51.20)
be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM
seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding
the cost of purlins, rafters and trusses and including cutting tosize and shape
wherever required. | 182.4 | sqm | 568.31 ₹1,03,659.74 | 680 ₹1,24,032 | 577 ₹1,05,244.8 | 590.05 ₹1,07,625.12 | 541.91 ₹98,844.38 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,575
Closing Date
16 Aug 2025, 6:00 pmClosed
Sharon Sudhakaran
Assistant Engineer LID and EW Sub Division Chambakulam
Annual Plan- Chambakulam Block Plan 2025-26 Facilities for Vehicle parking in CHC Chambakulam-.-General Civil Work
2025_LSGD_783810_4
3/AE/Tender/25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Chambakulam Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,575
Yes
14 Oct 2025
8 Aug 2025
18 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
Amount
Compound Raising
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
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)
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)
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
OD192474/2025-2026:Filling of contractors own earth (excluding rock) in trenches,plinth sides of foundations etc.in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m as per direction of site engineer in charge.(Filling ground)
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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
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
OD198008/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall (51.20) be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
BAIJU V (BID ID -2289878)
Jomon joseph (BID ID -2290242)
SEBASTIAN ABRAHAM (BID ID -2291590)
Jitham building solutions (BID ID -2290452)
Bidder Name
BAIJU V
SEBASTIAN ABRAHAM
Jomon joseph
PRAVEEN K P
Jitham building solutions
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