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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.1 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹71.2 L+₹9.1 L (14.6%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹72.5 L+₹10.4 L (16.7%)Rejected-Finance | L3 | Rejected-Finance higher rate quoted | |
| 4 | L4₹73.2 L+₹11.1 L (17.8%)Rejected-Finance | L4 | Rejected-Finance higher rate quoted | |
| 5 | L5₹73.4 L+₹11.3 L (18.2%)Rejected-Finance | L5 | Rejected-Finance higher rate quoted |
Tender Value
₹91.9 L
EMD Value
₹50,000
Closing Date
23 Sept 2023, 6:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode PIN 673001 Tel.No. 0495 2720812
Construction of retaining wall in between main building and science block of PTM college at Perinthalmanna
2023_PWD_603167_1
PWD/BLDG/TR/11899/2022_5_1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Perinthalmanna
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
17 Nov 2023
15 Sept 2023
26 Sept 2023
15 Sept 2023
23 Sept 2023
15 Sept 2023
Amount
DR WORK
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
OD24664/2023-2024:Dry rubble masonry for foundation and plinth including all cost conveyance etc complete. (Departmental Material)
OD72330/2022-2023:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (PRICE LSGD 60.7.1 Date base)
OD74764/2022-2023:Dry rubble masonry in superstructure including all cost and conveyence etc.complete
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.
4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 cement : 2 coarse sand : 4 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
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
50.6.1.7: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 foundation and plinth with thickness 15 cm 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)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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)
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
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.
OD107402/2023-2024:Steel work in built up G P 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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
TRIMANA CONSTRUCTION LLP
DEVANANDAN
P. P. SIRAJUDHEEN
V ABDUL RASHEED
VISHNUJITH.M
P.P. MUSTHAFA
SREEKANTH R
Mohammed P
MOHAMMED ASLAM KP
LIVSMART BUILDERS LLP
VISHNU M E
JAMES P J
Mohammed Rafeeq T.
biju p v
Bidder Name
V ABDUL RASHEED
JAMES P J
P.P. MUSTHAFA
Mohammed Rafeeq T.
P. P. SIRAJUDHEEN
RAVIKUMAR O
VISHNUJITH.M
TRIMANA CONSTRUCTION LLP
DEVANANDAN
biju p v
Mohammed P
VISHNU M E
LIVSMART BUILDERS LLP
MOHAMMED ASLAM KP
SREEKANTH R
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