Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
Loading…
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 | L1₹46.7 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹54.9 L+₹8.2 L (17.5%)Rejected-Finance NIRAMARUTHUR GRAMA PANCHAYAT NIRAMARUTHUR P O TIRUR 676 109 | MALAPPURAM | KERALA | 676109 | L2 | Rejected-Finance L2 REJECTED | |
| 3 | L3₹59.3 L+₹12.6 L (27.0%)Rejected-Finance 1505 SUB TREASURY TIRUR | KANNUR | KERALA | 670612 | L3 | Rejected-Finance L3 REJECTED |
Tender Value
₹54.9 L
EMD Value
₹50,000
Closing Date
27 May 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sudeep T V
Office of the Assistant Engineer, L I D and E W Section, Niramaruthur Grama Panchayat
P. No. 01/2024-25 - Construction of Buds School - Niramaruthur GP - 2024-25 Annual Plan
2025_LSGD_764782_1
2025-26/AE/LIDEW/NMR/PHASE-I
Open Tender
Civil Works - Buildings
Item Rate
365 days
Niramaruthur Gramapanchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
17 Jul 2025
20 May 2025
30 May 2025
20 May 2025
27 May 2025
20 May 2025
Amount
CONSTUCTION OF BUDS SCHOOL
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 : 8 graded stone aggregate 40 nominal size)
OD317634/2024-2025:DRY RUBBLE MASONRY - Dry rubble masonry without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials and labour charges etc complete as per direction of departmental officers at site
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)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
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
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
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)
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
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.
shamsudheen (BID ID -2215963)
SHAHIR P V (BID ID -2216616)
Bidder Name
T.V.SHAJESH
shamsudheen
SHAHIR P V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1245841.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 .