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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹7.7 L+₹4,675.90 (0.61%)Rejected-AOC CHEMBAKERIL H CHALAKKA KUTHIYATHODE PO ALUVA | ERNAKULAM | KERALA | 683594 | L2 | Rejected-AOC second lowest | |
| 3 | L3₹8.1 L+₹43,178.35 (5.62%)Rejected-AOC | L3 | Rejected-AOC third lowest | |
| 4 | L4₹8.1 L+₹45,518.17 (5.93%)Rejected-AOC | L4 | Rejected-AOC forth lowest |
| Sl No | Description | Qty | Unit | C.E.JAFFER L2 | V O Jose L1 | KKM CONSTRUCTIONS L4 | NISHAD M C L3 |
|---|---|---|---|---|---|---|---|
| 1.00compound wall | |||||||
| 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 | 17.1 | cum | 234.91 ₹4,016.96 | 233 ₹3,984.3 Lowest | 247.32 ₹4,229.17 | 242.5 ₹4,146.75 |
| 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) | 3.33 | cum | 7,233.21 ₹24,086.59 | 7,179 ₹23,906.07 Lowest | 7,615.57 ₹25,359.85 | 7,496.5 ₹24,963.35 |
| 1.00 | OD352368/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1 | 18.24 | cum | 6,129.48 ₹1,11,801.72 | 6,083 ₹1,10,953.92 Lowest | 6,453.5 ₹1,17,711.84 | 6,319.4 ₹1,15,265.86 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 11.4 | sqm | 352.1 ₹4,013.94 | 349 ₹3,978.6 Lowest | 370.71 ₹4,226.09 | 363.16 ₹4,140.02 |
| 1.00 | 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 derived from natural sources) | 1.71 | cum | 9,563.66 ₹16,353.86 | 9,492 ₹16,231.32 Lowest | 10,069.22 ₹17,218.37 | 9,859.27 ₹16,859.35 |
| 1.01 | 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 | 188.1 | kilogram | 102.51 ₹19,282.13 | 101.7 ₹19,129.77 Lowest | 107.93 ₹20,301.63 | 106 ₹19,938.6 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 15.62 | cum | 6,228.63 ₹97,316.12 | 6,182 ₹96,587.57 Lowest | 6,557.89 ₹1,02,460.47 | 6,422 ₹1,00,337.33 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 200.81 | sqm | 337.15 ₹67,703.09 | 334.6 ₹67,191.03 Lowest | 354.97 ₹71,281.53 | 350 ₹70,283.5 |
| 1.01 | 13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm | 20.96 | sqm | 280.15 ₹5,871.94 | 278 ₹5,826.88 Lowest | 294.96 ₹6,182.36 | 290 ₹6,078.4 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
27 Oct 2025, 5:00 pmClosed
AE
O/o The Assistant Engineer LID EW Section Kottuvally
Annual Plan-KTVLY GP 2025 -26 -Compound wall construction for Anganwadi No 47-308/26
2025_LSGD_812094_1
15-1/2025-26/AE/LID EW/KTVLY
Open Tender
Civil Works - Buildings
Item Rate
180 days
kottuvally GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,184
Yes
10 Nov 2025
18 Oct 2025
29 Oct 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
Amount
compound wall
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
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)
OD352368/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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 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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth 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)
13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 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)
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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)
Drain
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)
4.1.6: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 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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 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)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
16.78.1: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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
OD329997/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paverblock 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 stone aggregate, etc. all complete as per the direction of Engineer-incharge
OD160837/2025-2026:Engaging coolie
C.E.JAFFER (BID ID -2410678)
NISHAD M C (BID ID -2412172)
KKM CONSTRUCTIONS (BID ID -2411537)
Bidder Name
V O Jose
KKM CONSTRUCTIONS
C.E.JAFFER
NISHAD M C
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