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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAccepted-AOC | ₹28.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹32.5 L+₹4.2 L (14.7%)Rejected-AOC | ₹32.5 L+₹4.2 L (14.7%) | L2 | Rejected-AOC L2 |
| 3 | L3₹35.1 L+₹6.8 L (23.9%)Rejected-AOC | ₹35.1 L+₹6.8 L (23.9%) | L3 | Rejected-AOC L3 |
| 4 | L4₹35.4 L+₹7.0 L (24.7%)Rejected-AOC | ₹35.4 L+₹7.0 L (24.7%) | L4 | Rejected-AOC L4 |
| 5 | L5₹36.9 L+₹8.5 L (30.1%)Rejected-AOC | ₹36.9 L+₹8.5 L (30.1%) | L5 | Rejected-AOC L5 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
3 Sept 2024, 6:00 pmClosed
E P Balakrishnan
Executive Engineer Minor Irrigation Division B1 Block Civil Station Malappuram 676505
GENERAL-Renovation of pond-Improvement to Mannathikundkulam in Angadippuram Grama Panchayath (ward 17), Manada LAC,Malappuram District.-General Civil Work
2024_Irrig_687994_1
IRR/IA/TR/5885/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Angadippuram Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
24 Feb 2025
27 Aug 2024
6 Sept 2024
27 Aug 2024
3 Sept 2024
27 Aug 2024
Amount
Construction of pond
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
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
OD17071/2023-2024: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 with one extra lift ( 1 st depth 1.5 - 3m)
OD17070/2023-2024: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 with two extra lift (2nd depth 3.0-4.50m)
OD17069/2023-2024: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 with Three extra lift (3rd depth 4.5 - 6.0m)
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
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble 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
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)
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)
5.1.3: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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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.
5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
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
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD6143/2024-2025:Providing and fixing G.l. pipes complete with G.l fittings for Parapet or handrails etc. External work-50mm dia nominal bore
OD6504/2024-2025:Providing and fixing G.l. pipes complete with G.l fittings for Parapet or handrails etc. External work-40mm dia nominal bore
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
Shameem
shihabudheen pp
E.K.Abdulsalam
VINOJ VJ
Red Rock Developers
LIVSMART BUILDERS LLP
P P SUBAIR
Bidder Name
Red Rock Developers
E.K.Abdulsalam
P P SUBAIR
MUHAMMED P
shihabudheen pp
VINOJ VJ
Shameem
LIVSMART BUILDERS LLP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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