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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 LAccepted-AOC KARIPPOL PO MALAPPURAM PIN 676552 | MALAPPURAM | MALAPPURAM | KERALA | 676552 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical KALADI GRAMA PANCHAYAT P O KADANCHERY 679 582 | MALAPPURAM | KERALA | 679582 | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical MANNATH VEEDU VALIYAKUNNU P O VALANCHERY 676552 | VALANCHERY | MALAPPURAM | KERALA | 676552 | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | FAHAD K P L4 | ECCR CONSTRUCTIONS AND DEVELOPERS PVT LTD L6 | M MUSTHAFA L2 | Shihabudeen TP L1 | Boulder Developers Private Limited L3 | M Mohammed L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Compound wall and Gate work | |||||||||
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 45.79 | cum | 213.91 ₹9,794.51 | 222 ₹10,164.94 | 200 ₹9,157.6 | 190 ₹8,699.72 Lowest | 210.32 ₹9,630.13 | 219.83 ₹10,065.58 |
| 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 | 29.94 | cum | 298.69 ₹8,941.58 | 311 ₹9,310.1 | 300 ₹8,980.8 | 265 ₹7,933.04 Lowest | 293.67 ₹8,791.31 | 306.95 ₹9,188.86 |
| 1.00 | OD86487/2025-2026:(OD of 60.7.8) : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 2.88 | cum | 1,424.77 ₹4,103.34 | 1,480 ₹4,262.4 | 1,400 ₹4,032 | 1,268 ₹3,651.84 Lowest | 1,400.81 ₹4,034.33 | 1,464.17 ₹4,216.81 |
| 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 : 8 graded stone aggregate 40 nominal size) | 5.19 | cum | 6,587.01 ₹34,166.82 | 6,842 ₹35,489.45 | 6,500 ₹33,715.5 | 5,865 ₹30,421.76 Lowest | 6,476.25 ₹33,592.31 | 6,769.17 ₹35,111.68 |
| 1.00 | 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) | 72.49 | cum | 7,669 ₹5,55,941.15 | 7,965 ₹5,77,398.78 | 7,000 ₹5,07,444 | 6,828 ₹4,94,975.38 Lowest | 7,540.05 ₹5,46,593.3 | 7,881.09 ₹5,71,315.98 |
| 1.01 | 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 | 4.86 | cum | 8,709.25 ₹42,318.25 | 9,046 ₹43,954.51 | 9,300 ₹45,188.7 | 7,755 ₹37,681.55 Lowest | 8,562.81 ₹41,606.69 | 8,950.11 ₹43,488.58 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 4.5 | cum | 10,605.27 ₹47,681.29 | 11,015 ₹49,523.44 | 11,000 ₹49,456 | 9,443 ₹42,455.73 Lowest | 10,426.95 ₹46,879.57 | 10,898.55 ₹48,999.88 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 10.97 | cum | 11,161.56 ₹1,22,419.99 | 11,593 ₹1,27,152.02 | 9,000 ₹98,712 Lowest | 9,938 ₹1,08,999.98 | 10,973.89 ₹1,20,361.63 | 11,470.23 ₹1,25,805.48 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 9.12 | sqm | 320.64 ₹2,924.24 | 336 ₹3,064.32 | 340 ₹3,100.8 | 284 ₹2,590.08 Lowest | 315.25 ₹2,875.08 | 329.51 ₹3,005.13 |
Tender Value
₹22.9 L
EMD Value
₹50,000
Closing Date
28 Jun 2025, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Sub Division Kuttippuram Block Panchayath Thozhuvanoor PO PIN 676552
Compound wall work
2025_LSGD_770808_3
D1/TN/01/25-26
Open Tender
Civil Works - Others
Item Wise
360 days
Kuttippuram BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
9 Sept 2025
21 Jun 2025
1 Jul 2025
21 Jun 2025
28 Jun 2025
21 Jun 2025
Amount
Compound wall and Gate work
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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
OD86487/2025-2026:(OD of 60.7.8) : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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 : 8 graded stone aggregate 40 nominal size)
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)
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
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.2:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsAbove 20 cm wide
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
5.30:Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections.
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD83175/2025-2026:Modi Data of 11.41.2: Providing and laying rectified Glazed Ceramic floor tiles of size 600x600 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
OD83178/2025-2026:[Modi Data of 50.10.2] Steel work for purlin / single section with MS or GP 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
OD83184/2025-2026:Providing and fixing plain Multipurpose Cement board (High Pressure steam cured) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete (frame work to be paid separately) : 8 mm thick cement board - ( Modi Data of 12.26.1)
OD83179/2025-2026:Supplying and fixing of roofing Shingles of approved make and colour/shade in RCC slanding roof portions of buildings.The fixing shall be in accordance with the standard procedures specified by manufatures.The shingles should be water and fire resistant, algae resistant and colour locked. The installation should be capable of withstanding wind speed up to 120km/hr.
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
OD83188/2025-2026:Lettering in stainless steel for name Board work including labour, material and fitting charges etc. complete (Area to be measured including standard spacing between letters)
OD83198/2025-2026: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 and fixing including all cost of expence etc complete.
M MUSTHAFA (BID ID -2235472)
Boulder Developers Private Limited (BID ID -2234362)
FAHAD K P (BID ID -2232876)
M Mohammed (BID ID -2234687)
ECCR CONSTRUCTIONS AND DEVELOPERS PVT LTD (BID ID -2234606)
Bidder Name
M Mohammed
M MUSTHAFA
FAHAD K P
ECCR CONSTRUCTIONS AND DEVELOPERS PVT LTD
Boulder Developers Private Limited
Shihabudeen TP
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