Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.1 L+₹37,166.70 (4.81%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
27 Feb 2025, 2:00 pmClosed
Prasad V.S
The Assistant Engineer,Angamaly Municipality
Annual Plan-Angamaly Municipality 2024-25Construction of compound wall and well for Peechanikkad Women Development Centre Pro no368-2025-amc -General Civil Work
2025_LSGD_730247_16
5579/23 (2024-2025)
Open Tender
Civil Works - Buildings
Item Rate
365 days
O/O The Asst Ex Engineer, Angamaly Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
14 May 2025
20 Feb 2025
3 Mar 2025
20 Feb 2025
27 Feb 2025
20 Feb 2025
Amount
COMPOUND WALL AND OPEN WELL
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
OD401962/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for 1st depth (1.50-3.00m) addtl
OD401963/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for 2nd depth (3.00-4.50m)
OD401964/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for 3rd depth(4.50-6.00m)
OD402179/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for4th depth(6.00-7.50m)
OD402180/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for5th depth(7.50-9.00m)
OD402181/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for 6th depth(9-10.5m)
OD401968/2024-2025: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 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil for7th depth(10.50-12.00m)
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
OD363425/2024-2025:Dry rubble masonry - Dry rubble masonry without concrete levelling course masonry with good quality blastered rubble
7.1.1:Random 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD366934/2024-2025:Dry rubble masonry - Dry rubble masonry without concrete levelling course masonry with DEPARTMENTAL RUUBLE
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)
5.1.2: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
5.22.6: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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level 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)
13.28.3:12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band
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
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
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
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
OD370861/2024-2025:Laying and placing brick bats / broken MP tiles in open well
11.16.2:Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :Medium shade pigment using 50% white cement and 50% ordinary cement
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
SEBY P JOHN (BID ID -2128818)
Bidder Name
SHIBY PAPPACHAN
SEBY P JOHN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1190148.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .