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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.3 L+₹33,956.78 (5.73%)Rejected-Finance | 2 | Rejected-Finance r | |
| 3 | 3₹6.4 L+₹42,702.17 (7.21%)Rejected-Finance | 3 | Rejected-Finance r |
| Sl No | Description | Qty | Unit | K.K. BALAKRISHNAN L3 | JOJO MATHEW L2 | KUNHIRAMAN A V L1 |
|---|---|---|---|---|---|---|
| 1.00maintenance | ||||||
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 8 | each | 129.69 ₹1,037.52 | 127.9 ₹1,023.2 | 121.64 ₹973.12 Lowest |
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 30.75 | sqm | 66.34 ₹2,039.62 | 58.91 ₹1,811.19 | 56.03 ₹1,722.64 Lowest |
| 1.00 | OD371887/2025-2026:Demolishing laterate work manually / by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per direction of
Engineer-in-Charge.In cement mortar | 1.08 | cum | 1,862.61 ₹2,011.62 | 1,836.77 ₹1,983.71 | 1,746.92 ₹1,886.67 Lowest |
| 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) | 0.3 | cum | 6,937.57 ₹2,081.27 | 6,841.32 ₹2,052.4 | 6,506.66 ₹1,952 Lowest |
| 1.00 | OD332483/2025-2026:lateratemasonrywithneatlydressedlateratestoneofsize35x20x20cmornearestsizeincementmortar
1:6forfoundation and basement including all cost of materials, labour charges etc. (MOD
50.6.7.1 of DAR) | 2.8 | cum | 6,086.77 ₹17,055.13 | 6,002.32 ₹16,818.5 | 5,708.7 ₹15,995.78 Lowest |
| 1.01 | OD374856/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.(MOD 50.6.7.2 of DAR) | 1.1 | cum | 6,858.47 ₹7,571.75 | 6,763.32 ₹7,466.71 | 6,432.47 ₹7,101.45 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 32.06 | sqm | 323.36 ₹10,368.54 | 318.88 ₹10,224.89 | 303.28 ₹9,724.67 Lowest |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 6.82 | sqm | 410.34 ₹2,798.52 | 366.11 ₹2,496.87 | 348.2 ₹2,374.72 Lowest |
| 1.01 | 50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood | 0.89 | sqm | 3,175.24 ₹2,819.61 | 3,131.2 ₹2,780.51 | 2,978.02 ₹2,644.48 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
15 Jan 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Engineer LID and EW Eruvessy
Eruvessy GP_195_26_ Maintenance to Eruvessy PHC
2026_LSGD_825574_2
TN02/AE/LSGD/ERY/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Eruvessy
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,947
7 Apr 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
15 Jan 2026
7 Jan 2026
maintenance
15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below
15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
OD371887/2025-2026:Demolishing laterate work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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)
OD332483/2025-2026:lateratemasonrywithneatlydressedlateratestoneofsize35x20x20cmornearestsizeincementmortar 1:6forfoundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
OD374856/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35 x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.(MOD 50.6.7.2 of DAR)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
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)
21.2.1:Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
16.68: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.
2.6.1: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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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
OD332451/2025-2026:Providing and fixing Alu Zinc profile sheets(size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.40m (+0.05%) thickness. 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 be fixed using self drilling /selft apping screws of size cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (MOD 12.50 of DSR )Details of cost for 216.14 sqm MATERIAL: (External dimension of plinth). Area of roof 20.2x10.70 m = 216.14 sqm. MATERIAL: Sheets used = 20 Nos x 10.70m x 1.06m = 226.84 sqm Add 3% wastage = 6.81 Total = 233.65 sqm
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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