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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC THATTANANDIYIL PATTIAM KUNNOTH PARAMBA GRAMA PANCHAYATH KUTHUPARAMBA | KANNUR | KERALA | 670001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.6 L+₹1.4 L (6.57%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹26.1 L+₹4.9 L (23.0%)Rejected-AOC KAITHAKKAL H IRITTY IRITTY P O MADATHIL KANNUR PIN 670703 | MADATHIL | KANNUR | KERALA | 670703 | L3 | Rejected-AOC L3 |
Tender Value
₹22.9 L
EMD Value
₹50,000
Closing Date
12 Mar 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LID AND EW SECTION, KUNNOTHPARAMBA G P
Annual Plan-PRO. No 333/25 KAVVANYKULAM MAINTENANCE IN WARD No 20 -RENOVATION-General Civil Work
2025_LSGD_743943_6
AE/LSGD/ETEN/04/24-25
Open Tender
Civil Works - Buildings
Item Rate
180 days
KUNNOTHPARAMBA G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 May 2025
28 Feb 2025
13 Mar 2025
28 Feb 2025
12 Mar 2025
28 Feb 2025
Amount
Pond Rennovation
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
OD26663/2023-2024:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains ( 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 1.50m to 3.00m
OD26681/2023-2024: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 3.00m to 4.50m
OD453897/2024-2025:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains ( 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 3.00m to 4.5m
OD453537/2024-2025:Dry rubble masonry with hard stone in foundation and plinth (Modified 7.1.1)
OD46055/2023-2024:.Laterate masonry with neatly dressed l aterate stone of size 35x20x20 cm or nearest size in cm 1:6 for foundation and basement including cost and conveyance of all materials and labour charges etc.complete (Modified 50.6.7.1 of DAR with additional labour for Dressing and filling)
50.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
13.11:18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1 cement : 6 fine sand).
13.29.2:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Sunk Bank
13.29.4:18 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand):Moulded Band
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)
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
OD453750/2024-2025:PVC WEEP HOLES - Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sqcm including cutting chases and making good the wall etc. Modified 50.18.8.8.2
OD453829/2024-2025:Bailing out water using 5HP pump - Bailing out water with 5 HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete. Modified 60.2.2
OD453828/2024-2025:Bailing out water using pump above 5HP and Up to 10 HP - Bailing out water with engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete.Modified 60.2.3
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
OD453832/2024-2025:Providing and laying 60 mm thick factory made cement concrete interlocking paver block 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 6mm metal filling the joints with fine sand etc . all complete as per the direction of Engineer-in-charge.(Modified 16.68 by replacing sand bed 6 mm stone aggregate bad)
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
8.1.1.2:Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining ( veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 ( 1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 ( 1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade ( To be secured to the backing by means of cramps, which shall be paid for separately).Area of slab over 0.50 sqm
16.21:Engraving letters in hard stone
K.T. DEVASIA (BID ID -2148201)
THOMASKUTTY DEVASIA (BID ID -2148286)
Bidder Name
K.T. DEVASIA
Ajith T M
THOMASKUTTY DEVASIA
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1199144.pdf
boq_comp_chart.xlsx
xlsx
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