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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical CHITHAN VIL ATHYAPI P O MALAPPURAM 676517 | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ASHRAF CHEERANGAN L4 | ABDUL SHUKOOR L2 | NIYAS E L5 | SHIHABUDHEEN K L3 | MUHAMMED FASIL L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Block office work | ||||||||
| 1.00 | OD470362/2025-2026: DR Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m derived from 60.7.3 | 35.91 | cum | 685.36 ₹24,608.54 | 631.09 ₹22,659.92 | 695.8 ₹24,983.39 | 639 ₹22,943.93 | 597.9 ₹21,468.20 |
| 1.00 | 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 | 137.62 | cum | 233.08 ₹32,077.64 | 214.62 ₹29,537.08 | 236.63 ₹32,566.20 | 217 ₹29,864.63 | 203.34 ₹27,984.67 |
| 1.00 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 6.41 | cum | 7,376.91 ₹47,271.24 | 6,792.75 ₹43,527.94 | 7,489.25 ₹47,991.11 | 6,890 ₹44,151.12 | 6,435.51 ₹41,238.75 |
| 1.00 | OD475572/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble using department rubble stacked in site 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 | 11.85 | cum | 1,552.43 ₹18,396.30 | 1,429.5 ₹16,939.58 | 1,576.07 ₹18,676.43 | 1,450 ₹17,182.50 | 1,354.32 ₹16,048.69 |
| 1.00 | 11.56.1:Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as
per the architectural drawings with 18 mm thick stone slab over 20 mm (average)
thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed
with cement slurry and pointing with white cement slurry admixed with pigment
of matching shade including rubbing , curing and polishing etc. all complete
as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | 19.75 | sqm | 4,434.78 ₹87,586.91 | 4,083.6 ₹80,651.10 | 4,502.31 ₹88,920.62 | 4,142 ₹81,804.50 | 3,868.83 ₹76,409.39 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 8 | cum | 288.13 ₹2,305.04 | 265.32 ₹2,122.56 | 292.52 ₹2,340.16 | 269 ₹2,152 | 251.36 ₹2,010.88 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 381.19 | sqm | 334.54 ₹1.3 L | 308.04 ₹1.2 L | 339.63 ₹1.3 L | 313 ₹1.2 L | 291.84 ₹1.1 L |
| 1.01 | 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. | 603.32 | sqm | 1,078.99 ₹6.5 L | 993.55 ₹6.0 L | 1,095.42 ₹6.6 L | 1,007 ₹6.1 L | 941.29 ₹5.7 L |
| 1.01 | 13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 36.59 | sqm | 98.21 ₹3,593.50 | 90.44 ₹3,309.20 | 99.71 ₹3,648.39 | 91 ₹3,329.69 | 85.68 ₹3,135.03 |
Tender Value
₹14.5 L
EMD Value
₹36,126
Closing Date
23 Feb 2026, 5:00 pmClosed
AEE Vengara BP
Office of the Assistant Executive Engineer, LID EW Sub division, Vengara Block Panchayat
Annual Plan-Vengara BP 171-2025-26 Block Panchayath beautification-work-General Civil Work
2026_LSGD_835963_14
4/AEE/VGA/TN/2025-26-1
Open Tender
Civil Works - Others
Vengara BP
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹36,126
Yes
Vengara BP
25 Mar 2026
13 Feb 2026
25 Feb 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
13 Feb 2026
Block office work
OD470362/2025-2026: DR Dismantling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m derived from 60.7.3
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
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD475572/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble using department rubble stacked in site 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
11.56.1:Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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)
21.3.1: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)
21.2.2: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 both sides
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
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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 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 pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
OD475511/2025-2026:Modi Data of 25.7: Fabricating and fixing in position aluminum composite panel of 4mm or nearest thick using steel screws, nuts, bolts, washers, cleats weather sealants, fastener to aluminum frame or existing frame or cladding over existing surface as per direction of departmental officers including coat and conveyance of all material and labour (Frame work shall be measured separately)
OD470186/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing
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