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Tender ID
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 | L2₹7.7 LAccepted-AOC KERALA KL | MALAPPURAM | KERALA | 679321 | L2 | Accepted-AOC L2 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L1 |
Tender Value
₹7.9 L
EMD Value
₹20,000
Closing Date
22 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CHIEF ENGINEER, KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
KIIFB FSH002-07 Improving Educational Infrastructure in selected schools of the coast of Kerala-Educational Infrastructure works at Kannur District Phase 1- GHSS Palayad in Kannur District-Maintenance work(Re-Tender3)
2025_SCADC_790313_4
ET-49/2025-26
Open Tender
Civil Works - Buildings
Item Rate
90 days
Palayad in Kannur -District
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,360
₹20,000
27 Jan 2026
15 Oct 2025
24 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
Amount
Rectification work of front side compound wall and gate
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
15.7.4 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
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)
4.3.1 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)
4.2.3 Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks,plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.19 Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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
50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1cement : 6 fine sand).
13.16.1 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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)
13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
Name board
OD63046/2025-2026 Providing and fixing alphabets of 6.25 inch letter height for name board using stainless Steel material of approved quality
OD63696/2025-2026 Providing and fixing ACP board or equivalent make paneling, 4mm thick to frame, backing or studding with screws etc. complete ( Frames, backing or studding to be paid separately) as per the direction of site Engineer-in-charge.
SHINU K (BID ID -2418759)
MOIDEEN KUNHI B (BID ID -2417778)
Bidder Name
SHINU K
MOIDEEN KUNHI B
Shahaz Yasar Jinose
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1351806.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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TD491025.pdf
Tender Documents • 3.59 MB
BOQ_1351806.xls
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Elevation.pdf
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