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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹43.0 L+₹5.1 L (13.5%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹44.5 L+₹6.5 L (17.3%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹45.4 L+₹7.5 L (19.7%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹45.8 L+₹7.9 L (20.7%)Rejected-AOC | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M.M.SUBAIR L1 | M K Siddic L7 | Sreejith V. L5 | mohammed shafi L2 | MOHAMMED SHUHAIL B A L6 | ABDUL KHADER NIYAS M L4 | ELIAS SUNNY L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Early Intervention centre Wadakkanchery Yard levelling and construction of Retaining wall | ||||||||||
| 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 | 164 | cum | 251 ₹41,164 | 317.27 ₹52,032.28 | 350 ₹57,400 | 250 ₹41,000 Lowest | 316.59 ₹51,920.76 | 313.71 ₹51,448.44 | 300 ₹49,200 |
| 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) | 33.9 | cum | 5,545 ₹1,87,975.5 Lowest | 6,996.8 ₹2,37,191.52 | 7,500 ₹2,54,250 | 6,500 ₹2,20,350 | 6,981.74 ₹2,36,680.99 | 6,918.27 ₹2,34,529.35 | 6,800 ₹2,30,520 |
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.55 | cum | 6,455 ₹3,550.25 Lowest | 8,146.12 ₹4,480.37 | 8,500 ₹4,675 | 8,500 ₹4,675 | 8,128.58 ₹4,470.72 | 8,054.69 ₹4,430.08 | 8,000 ₹4,400 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 84 | sqm | 420 ₹35,280 Lowest | 740.52 ₹62,203.68 | 800 ₹67,200 | 700 ₹58,800 | 738.93 ₹62,070.12 | 732.22 ₹61,506.48 | 750 ₹63,000 |
| 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) | 164 | cum | 7,750 ₹12,71,000 Lowest | 8,609.04 ₹14,11,882.56 | 8,850 ₹14,51,400 | 8,500 ₹13,94,000 | 8,590.5 ₹14,08,842 | 8,512.41 ₹13,96,035.24 | 8,750 ₹14,35,000 |
| 1.01 | od67503/2020_2021/BL:Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) including cost of through stone and bond stone. | 209 | cum | 4,400 ₹9,19,600 Lowest | 5,654.45 ₹11,81,780.05 | 5,500 ₹11,49,500 | 5,000 ₹10,45,000 | 5,642.28 ₹11,79,236.52 | 5,590.99 ₹11,68,516.91 | 5,000 ₹10,45,000 |
| 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. | 169.5 | cum | 222 ₹37,629 Lowest | 280.89 ₹47,610.86 | 310 ₹52,545 | 250 ₹42,375 | 280.29 ₹47,509.16 | 277.74 ₹47,076.93 | 280 ₹47,460 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 111 | cum | 509 ₹56,499 Lowest | 643.32 ₹71,408.52 | 720 ₹79,920 | 600 ₹66,600 | 641.94 ₹71,255.34 | 636.1 ₹70,607.1 | 725 ₹80,475 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 51 | sqm | 532 ₹27,132 Lowest | 672.86 ₹34,315.86 | 760 ₹38,760 | 600 ₹30,600 | 671.41 ₹34,241.91 | 665.31 ₹33,930.81 | 650 ₹33,150 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
28 Oct 2025, 3:00 pmClosed
Executive Engineer
Executive Engineer, PWD Buildings Division Thrissur
DEPOSIT-District Early Intervention centre W a d a k k a n c h e r y - Y a r d l e v e l l i n g a n d construction of Retaining wall using balance fund-Work-General Civil work
2025_PWD_809362_1
53/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
Item Rate
180 days
WADAKKANCHERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
12 Nov 2025
14 Oct 2025
31 Oct 2025
14 Oct 2025
28 Oct 2025
15 Oct 2025
Amount
Early Intervention centre Wadakkanchery Yard levelling and construction of Retaining wall
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)
4.1.3: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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
od67503/2020_2021/BL:Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) including cost of through stone and bond stone.
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.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
OD158383/2025-2026:Engaging Coolie
OD160748/2025-2026:Providing and fixing Defect Liability Board for building using Aluminium composite panel(ACP) material with a thickness of 4mm and size 90cm x60cm approved colour including HD Vinyl print stick on ACP board through out the area. Approved design and colour pattern and size of letter (Matter given by engineer in charge).Board fixing on wall with SS screws, conveyance of material etc complete included.
mohammed shafi (BID ID -2414166)
ELIAS SUNNY (BID ID -2413040)
ABDUL KHADER NIYAS M (BID ID -2414332)
Sreejith V. (BID ID -2413129)
MOHAMMED SHUHAIL B A (BID ID -2414194)
M K Siddic (BID ID -2412522)
Bidder Name
mohammed shafi
M K Siddic
M.M.SUBAIR
ABDUL KHADER NIYAS M
MOHAMMED SHUHAIL B A
Sreejith V.
ELIAS SUNNY
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