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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.7 L+₹5,630.27 (1.22%)Rejected-AOC SHAZIYA MANZIL PUTHALAM AREACODE 673639 | MALAPPURAM | KERALA | 673639 | ₹4.7 L+₹5,630.27 (1.22%) | L2 | Rejected-AOC L2 |
| 3 | L3₹5.0 L+₹34,505.18 (7.49%)Rejected-AOC | ₹5.0 L+₹34,505.18 (7.49%) | L3 | Rejected-AOC L3 |
| 4 | L4₹5.0 L+₹41,959.67 (9.11%)Rejected-AOC | ₹5.0 L+₹41,959.67 (9.11%) | L4 | Rejected-AOC L4 |
| 5 | L5₹5.1 L+₹46,518.76 (10.1%)Rejected-AOC | ₹5.1 L+₹46,518.76 (10.1%) | L5 | Rejected-AOC L5 |
Tender Value
₹5.9 L
EMD Value
₹14,823
Closing Date
3 Jul 2023, 11:00 amClosed
Assist.Exe.Engineer pwd buildings sub divn Manjeri
PWD Buildings Sub Division Karuvambram (PO) Cherani Manjeri
DEPOSIT-Providing interlocking tiles and retaining wall in-front of New Academic building, THS , Manjeri-Work-General Civil work
2023_PWD_583688_1
D2/TR/BL/2020/1925/1
Open Tender
Civil Works - Buildings
Item Rate
90 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,823
Yes
11 Aug 2023
22 Jun 2023
5 Jul 2023
22 Jun 2023
3 Jul 2023
22 Jun 2023
Amount
Estimate
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
od76215/2019_2020/BL:Dry rubble masonry with hard stone in foundation and plinth including leveling with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) including cost of bond stone and through stone
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
50.10.2:Steel work for purlin/single section with G I pipes 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
OD31965/2023-2024:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
V. LIYAKATHALI
SURESH CK
RISIYAS ALI P
MOHAMMED SHAHEER KURIKKAL M.P
SASI BHOOSHANAN P
Bidder Name
V. LIYAKATHALI
Sasikumaran T
SURESH CK
SASI BHOOSHANAN P
MOHAMMED SHAHEER KURIKKAL M.P
RISIYAS ALI P
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