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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₹18.3 LAccepted-AOC | L1 | Accepted-AOC FIRST | |
| 2 | L2₹18.8 L+₹49,124.95 (2.69%)Rejected-AOC | L2 | Rejected-AOC SECOND | |
| 3 | Rejected-Technical KONHAVI MEETHAL H CHERUKARA PANTHEERANKAVE PO KAKKODI | KOZHIKODE | KERALA | 612906 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical 2107 SUB TREASURY KOOTTANAD THRITHALA BLOCK PANCHAYATH | - | Rejected-Technical L3 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
10 May 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LSGD, OLAVANNA
203- PAKAL VEEDU CONSTRUCTION IN WARD -4
2025_LSGD_762072_1
AE/OLV/9/24
Open Tender
Civil Works - Buildings
Item Rate
330 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jun 2025
29 Apr 2025
12 May 2025
29 Apr 2025
10 May 2025
29 Apr 2025
Amount
building work
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
5.2.2: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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
OD440448/2024-2025: Supplying and filling at site with good quality earth suitable for filling brought from out side leveling at site and banking in layers not exceeding 20cm depth breaking clods, watering, rolling each layer 8kn roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tons and dressing up in embankments for roads flood bank, marginal banks or filling up ground dpressions, lead up to 50 m and lift up to 1,5m (WITH COMPACTION)
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
12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
11.41.4:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 1000x1000 mm
ASSAN KOYA K (BID ID -2208315)
MUKUNDAN (BID ID -2208192)
ANILKUMAR K M (BID ID -2208716)
Bidder Name
P. SADDAD
MUKUNDAN
ANILKUMAR K M
ASSAN KOYA K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1240622.pdf
boq_comp_chart.xlsx
xlsx
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