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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.9 LAccepted-AOC KARAPARAMBIL PERUMPILLY | ERNAKULAM | KERALA | 680667 | 1 | Accepted-AOC L1 bidder | |
| 2 | 2₹14.6 L+₹62,666.37 (4.49%)Rejected-Finance NOT AVAILABLE | 2 | Rejected-Finance L2 bidder | |
| 3 | 3₹15.5 L+₹1.5 L (11.0%)Rejected-Finance | 3 | Rejected-Finance L3 bidder | |
| 4 | 4₹16.1 L+₹2.1 L (15.4%)Rejected-Finance | 4 | Rejected-Finance L4 bidder |
| Sl No | Description | Qty | Unit | ARUN PAUL VAKKANAL L4 | V P THANKACHAN L3 | K T THOMAS L1 | MANOJKUMAR M R L2 |
|---|---|---|---|---|---|---|---|
| 1.00Building 1 | |||||||
| 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 | 22.5 | cum | 350 ₹7,875 | 335 ₹7,537.5 | 296.05 ₹6,661.13 Lowest | 309.36 ₹6,960.6 |
| 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) | 2.25 | cum | 7,400 ₹16,650 | 7,330 ₹16,492.5 | 6,528.77 ₹14,689.73 Lowest | 6,822.29 ₹15,350.15 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 13 | sqm | 360 ₹4,680 | 355 ₹4,615 | 317.81 ₹4,131.53 Lowest | 332.1 ₹4,317.3 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 4.22 | cum | 9,000 ₹38,025 | 8,900 ₹37,602.5 | 8,033.15 ₹33,940.06 Lowest | 8,394.31 ₹35,465.96 |
| 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 | 464.75 | kilogram | 105 ₹48,798.75 | 102 ₹47,404.5 | 92.53 ₹43,003.32 Lowest | 96.69 ₹44,936.68 |
| 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 | 5,205.59 | kg | 220 ₹11,45,230.68 | 210 ₹10,93,174.74 | 190.06 ₹9,89,375.2 Lowest | 198.6 ₹10,33,830.97 |
| 1.01 | OD194705/2025-2026:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture'r specifications excluding appropriate priming coat, preparation of surface, etc. complete. On steel work (data from 13.52.1) | 175.79 | sqm | 250 ₹43,948.25 | 240 ₹42,190.32 | 208.18 ₹36,596.59 Lowest | 217.54 ₹38,242.01 |
| 1.01 | OD191348/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.35 mm (+.05%) total coated thickness with
zinc coating 120 grams per sqm as per IS:277 in 240 mpa steel grade 5-7 microns expoxy
primer on both side of the sheet and polyester top coat 15-18 microns sheet should have guard
film of 25 microns minimum to avoid scratches during transportation and should be supplied in
single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using
self drilling/self tapping screws of size (5.5x55mm)with EPDM seal complete upto any piotch
in horizontal vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and
including cutting to size and shape wherever required. | 195.84 | sqm | 590 ₹1,15,545.6 | 580 ₹1,13,587.2 | 511.17 ₹1,00,107.53 Lowest | 534.15 ₹1,04,607.94 |
| 1.01 | OD191347/2025-2026:Providing and fixing precoated galvanised steel sheet roofing accessories 0.40mm (+0.05%)total coated thickness zink coating 120gms per sqm as per IS :MM (+0.05%) total coated thickness zink coating 120gms per sqm asw per I S 277 in 240mpasteel grade 5-7 microns exposy primer on both side of the sheet and polyster top coat 15-18 microns using self drilling self tapping screws complete. | 16 | metre | 370 ₹5,920 | 355 ₹5,680 | 311.91 ₹4,990.56 Lowest | 325.93 ₹5,214.88 |
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
23 Aug 2025, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LID-EW Mulanthuruthy P
Building works
2025_LSGD_786511_1
02/AE/LID-EW/MLTY/2025-26
Open Tender
Civil Works - Buildings
Item Rate
270 days
Mulanthuruthy BP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹42,357
Yes
9 Oct 2025
16 Aug 2025
25 Aug 2025
16 Aug 2025
23 Aug 2025
16 Aug 2025
16 Aug 2025 - 23 Aug 2025
Amount
Building 1
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 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
50.10.1: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
OD194705/2025-2026:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture'r specifications excluding appropriate priming coat, preparation of surface, etc. complete. On steel work (data from 13.52.1)
OD191348/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+.05%) total coated thickness with zinc coating 120 grams per sqm as per IS:277 in 240 mpa steel grade 5-7 microns expoxy primer on both side of the sheet and polyester top coat 15-18 microns sheet should have guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm)with EPDM seal complete upto any piotch in horizontal vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD191347/2025-2026:Providing and fixing precoated galvanised steel sheet roofing accessories 0.40mm (+0.05%)total coated thickness zink coating 120gms per sqm as per IS :MM (+0.05%) total coated thickness zink coating 120gms per sqm asw per I S 277 in 240mpasteel grade 5-7 microns exposy primer on both side of the sheet and polyster top coat 15-18 microns using self drilling self tapping screws complete.
15.17.2:Dismantling steel work in single sections including dismembering and stacking within 50 metes lead in:Channels, angles, tees and flats
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
Building 2 and 3
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)
4.1.4: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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
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
OD194895/2025-2026:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacture'r specifications excluding appropriate priming coat, preparation of surface, etc. complete. On steel work (data from 13.52.1)
OD194894/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+.05%) total coated thickness with zinc coating 120 grams per sqm as per IS:277 in 240 mpa steel grade 5-7 microns expoxy primer on both side of the sheet and polyester top coat 15-18 microns sheet should have guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm)with EPDM seal complete upto any piotch in horizontal vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
MANOJKUMAR M R (BID ID -2305127)
V P THANKACHAN (BID ID -2303604)
ARUN PAUL VAKKANAL (BID ID -2301949)
Bidder Name
V P THANKACHAN
MANOJKUMAR M R
K T THOMAS
ARUN PAUL VAKKANAL
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