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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹85.4 LAccepted-AOC | ₹85.4 L | L1 | Accepted-AOC first lowest |
| 2 | L2₹92.9 L+₹7.5 L (8.81%)Accepted-AOC | ₹92.9 L+₹7.5 L (8.81%) | L2 | Accepted-AOC second lowest |
| 3 | L3₹93.1 L+₹7.7 L (8.97%)Accepted-AOC | ₹93.1 L+₹7.7 L (8.97%) | L3 | Accepted-AOC third lowest |
| 4 | L4₹94.1 L+₹8.6 L (10.1%)Accepted-AOC | ₹94.1 L+₹8.6 L (10.1%) | L4 | Accepted-AOC fourth lowest |
| 5 | L5₹94.6 L+₹9.2 L (10.8%)Accepted-AOC | ₹94.6 L+₹9.2 L (10.8%) | L5 | Accepted-AOC fifth lowest |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
1 Dec 2023, 6:00 pmClosed
Superintending Engineer
O/o the Superintending Engineer PWD Buildings South Circle Thiruvananthapuram
DEPOSIT-CAD GCM-Construction of compound wall and allied works for Guru Chengannur Memorial, Chengannur, Alappuzha (Dist)-General Civil Work-1
2023_PWD_622829_1
PWD/BLDG/TR/4240/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
240 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
30 Jan 2024
17 Nov 2023
4 Dec 2023
17 Nov 2023
1 Dec 2023
17 Nov 2023
Amount
Compound Wall
OD48642/2023-2024:Breaking excavated boulders stacked at Central Hatchery, Chengannur by mechanical (blasting prohibited) means for making good for rubble masonry, and transportation of rubble at the site of Guru Chengannur Memorial, including charges for breaking, loading, transportation, etc. complete. as per direction of Engineer-in-charge.
15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
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
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
OD48653/2023-2024:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). (OD Irrigation 60.7.9)
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)
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
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 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
5.22.6: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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm 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
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.6.1:20 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.24.2:Extra for plastering done on moulding cornices or architraves including neat finish to line and level:In two coats
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
OD262837/2022-2023:Supplying and fixing cast iron grills of the required size in compound wall openings including all charges etc. complete
M S HARIHARAKUMAR
M G MOHANDAS
JOJY THOMAS
PHILIP THOMAS
K Abdul Rehiman
Barkath Construction
J M J DEVELOPERS
Bidder Name
M S HARIHARAKUMAR
M G MOHANDAS
Barkath Construction
JOJY THOMAS
PHILIP THOMAS
AKHIL VS
K Abdul Rehiman
J M J DEVELOPERS
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