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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC | 1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Kishor Kumar M J L1 | kalesh L2 |
|---|---|---|---|---|---|
| 1.00MARKET | |||||
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 48 | sqm | 156.38 ₹7,506.24 Lowest | 160 ₹7,680 |
| 1.00 | 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 | 7.39 | cum | 323.71 ₹2,392.86 Lowest | 350 ₹2,587.2 |
| 1.00 | 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) | 1.2 | cum | 7,428.22 ₹8,913.86 Lowest | 7,500 ₹9,000 |
| 1.00 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 7.2 | cum | 9,251.34 ₹66,609.65 Lowest | 9,500 ₹68,400 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 28.96 | sqm | 781.75 ₹22,639.48 Lowest | 800 ₹23,168 |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 6 | cum | 7,597.75 ₹45,586.5 Lowest | 7,600 ₹45,600 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 64 | sqm | 342.38 ₹21,912.32 Lowest | 350 ₹22,400 |
| 1.01 | 25.5:Providing,fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5mm and nominal mass not less than 60 gm/ sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts,bolts, washers etc complete. | 37.84 | sqm | 2,416.65 ₹91,446.04 Lowest | 2,417 ₹91,459.28 |
| 1.01 | OD52637/2024-2025:Supplying and fixing stainless steel lettering (3D ) English of size 25-30 cm grade 304 , projection 30 mm | 52 | each | 1,266.21 ₹65,842.92 Lowest | 1,270 ₹66,040 |
Tender Value
₹4.2 L
EMD Value
₹10,600
Closing Date
24 Oct 2024, 6:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S-411 /25 Maintenance of roof of Fish Land Centre at Arattukadavu -in Div 47
2024_LSGD_695334_18
Kochi municipal corporation CCPC6/17125/22(5)
Open Tender
Civil Works - Buildings
Item Rate
120 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,010
₹10,600
10 Dec 2025
15 Oct 2024
26 Oct 2024
15 Oct 2024
24 Oct 2024
15 Oct 2024
Amount
MARKET
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
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)
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level 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)
25.5:Providing,fabricating and supplying shadow box of required size and shape, for fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear portions of the building by providing semi - rigid, inorganic, non- combustible fibre glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 part 5. The insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5mm and nominal mass not less than 60 gm/ sqm, made of randomly oriented glass fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts,bolts, washers etc complete.
OD52637/2024-2025:Supplying and fixing stainless steel lettering (3D ) English of size 25-30 cm grade 304 , projection 30 mm
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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.
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
OD49044/2024-2025:Providing and fixing rain water gutter semi circular section using 110mm dia 6kgf PVC pipe including fitting with 32x5mm flat supporting at 1m intervals complete as per the direction of engineer in charge at site
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
kalesh
Bidder Name
kalesh
Kishor Kumar M J
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