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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.7 LAccepted-AOC 3 178 KERALA INDIA | PALAKKAD | KERALA | 678001 | 1 | Accepted-AOC EE/LIDEW/MPM/032/24-25 | |
| 2 | 2₹19.3 L+₹67,829 (3.64%)Rejected-Finance KARULAI GP | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical MANNARTHODI VEEDU VADAKKUMPPURAM VALANCHERY MALAPPURAM 676552 | MALAPPURAM | KERALA | 676552 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical NEKSHAN HOUSE NEAR JUMA MASJID ALATHIYUR P O PALLIKKAL MALAPPURAM 676 317 | MALAPPURAM | KERALA | 676317 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical KUNNUMMAL HOUSE CHUZHALI MOONNIYOOR SOUTH PO 676311 | MALAPPURAM | KERALA | 676311 | - | Rejected-Technical L4 |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
27 Aug 2024, 6:55 pmClosed
EXECUTIVE ENGIEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2023-24), Thavanur LAC, Work Proposed By Hon. MLA Dr. K.T. JALEEL (ID 19941) -Interlocking of yard at both high school and higher secondary sections in Edapal Govt. Higher Secondary School - Vattamkulam-General Civil Work
2024_LSGD_686603_8
DB1/TN/07/24-25
Open Tender
Civil Works - Buildings
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
22 Oct 2024
19 Aug 2024
29 Aug 2024
19 Aug 2024
27 Aug 2024
19 Aug 2024
Amount
School Renovation
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
51.2.3:Filling with Quarry Muck 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
OD411917/2023-2024:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade 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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
OD87235/2024-2025:Providing and laying 60mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size design & ram shape,laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints with fine sand etc all complete as per the direction of Engineer - in- charge
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
OD411918/2023-2024:Modified Data 16.42: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete without shuttering
Garden Wall
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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
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.
OD411916/2023-2024:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,levels, including lettering & fixing
Drain Wall & Slab
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
Interlock in Anganavadi
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
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade 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 coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
ABDUL LATHEEF
abdul jaleel m.t
HYDROS
ABDULLA AZEEZ T P
Bidder Name
HYDROS
Rasheed
ABDULLA AZEEZ T P
abdul jaleel m.t
ABDUL LATHEEF
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1068393.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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