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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.3 L+₹20,505.56 (6.62%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹3.3 L+₹23,632.23 (7.63%)Rejected-AOC | 3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SUNNY K A L2 | DOMINIC MATHEW L1 | SIBI JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00Building maintenance | ||||||
| 1.00 | 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 | 718.7 | kg | 177.7 ₹1,27,712.28 | 150 ₹1,07,804.4 Lowest | 179.38 ₹1,28,919.69 |
| 1.00 | OD35923/2025-2026:Roofing with GI Trafford profile sheet 0.35 mm thick powder coated with over laps of 150mm at ends and SS screws including plain washers and bitumen washers etc. | 133.76 | 1 sqm | 634.48 ₹84,868.04 | 600 ₹80,256 Lowest | 640.49 ₹85,671.94 |
| 1.00 | OD87554/2025-2026:Plain GI ridge caping 225mm flaps with 0.35 mm thick /nearest available size SS screws including plain washers and bitumen washers etc. complete | 29.2 | metre | 272.29 ₹7,950.87 Lowest | 280 ₹8,176 | 274.87 ₹8,026.2 |
| 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 | 7.02 | cum | 341.73 ₹2,398.94 Lowest | 350 ₹2,457 | 344.97 ₹2,421.69 |
| 1.00 | OD46530/2025-2026: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 labour charges etc. complete as per direction of departmental officers at site. | 4.88 | cum | 3,793.79 ₹18,494.73 Lowest | 3,900 ₹19,012.5 | 3,829.73 ₹18,669.93 |
| 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) : 4 graded stone aggregate 20 mm nominal size) | 2.08 | cum | 8,774.17 ₹18,259.05 Lowest | 9,200 ₹19,145.2 | 8,857.29 ₹18,432.02 |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 4.39 | cum | 7,306.84 ₹32,062.41 Lowest | 7,600 ₹33,348.8 | 7,376.1 ₹32,366.33 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 69.22 | sqm | 351.27 ₹24,316.67 Lowest | 360 ₹24,921 | 354.6 ₹24,547.19 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 69.22 | sqm | 76.81 ₹5,317.17 Lowest | 80 ₹5,538 | 77.54 ₹5,367.71 |
Tender Value
₹3.5 L
EMD Value
₹8,685
Closing Date
7 Jul 2025, 1:00 pmClosed
Assistant Engineer
LSGD sub division Thodupuzha
Thodupuzha BP 2025-26 Proj No 72/26 SHG Building Mangattukaval Urgent maintenance works
2025_LSGD_772738_1
72/AE/LSGD/TDPA/2025-26
Open Tender
Civil Works - Buildings
Item Rate
300 days
Mangattukavala
Please refer Tender documents.
7 documents required · 7 mandatory
₹770
Yes
₹8,685
Yes
17 Oct 2025
30 Jun 2025
8 Jul 2025
30 Jun 2025
7 Jul 2025
30 Jun 2025
Amount
Building maintenance
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
OD35923/2025-2026:Roofing with GI Trafford profile sheet 0.35 mm thick powder coated with over laps of 150mm at ends and SS screws including plain washers and bitumen washers etc.
OD87554/2025-2026:Plain GI ridge caping 225mm flaps with 0.35 mm thick /nearest available size SS screws including plain washers and bitumen washers etc. complete
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
OD46530/2025-2026: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 labour charges etc. complete as per direction of departmental officers at site.
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) : 4 graded stone aggregate 20 mm nominal size)
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm
9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
21.1.1.1:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
50.9.5.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood/ jack wood 35 mm thick shutters.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
SUNNY K A (BID ID -2240271)
SIBI JOSEPH (BID ID -2242619)
Bidder Name
DOMINIC MATHEW
SUNNY K A
SIBI JOSEPH
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