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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹3.6 L (2.52%)Rejected-AOC | ₹1.5 Cr+₹3.6 L (2.52%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.5 Cr+₹4.4 L (3.04%)Rejected-Finance BETHEL VIDYANAGAR 28 A PATTATHANAM P O KOLLAM PIN 691021 | KOLLAM | KOLLAM | KERALA | 691021 | ₹1.5 Cr+₹4.4 L (3.04%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 Cr+₹4.7 L (3.25%)Rejected-Finance | ₹1.5 Cr+₹4.7 L (3.25%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.5 Cr+₹6.0 L (4.15%)Rejected-Finance | ₹1.5 Cr+₹6.0 L (4.15%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
21 Sept 2023, 5:00 pmClosed
Superintending Engineer
O/o The Superintending Engineer Buildings southcircle TVPM
GENERAL Government Polytechnic College Attingal Construction of New Academic Block G plus 2 Phase 1Civil work General Civil Work
2023_PWD_600904_1
PWD/BLDG/TR/12884/2023_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
360 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹6,508
Yes
₹50,000
Yes
7 Dec 2023
8 Sept 2023
25 Sept 2023
8 Sept 2023
21 Sept 2023
8 Sept 2023
Amount
Appendix A- Building Proper
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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)
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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.
OD80048/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. All work upto plinth level (Cement content considered is 340 Kg/m3.Excess/less cement used as per design mix is not payable/recoverable separately)
OD80049/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. <br>All work above plinth level upto floor V level (Cement content considered is 340Kg/m3.Excess/less cement used as per design mix is not payable/recoverable separately)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
Appendix B- Retaining 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
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)
OD80047/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge.All work upto plinth level (Cement content considered is 330Kg/m3.Excess/less cement used as per design mix is not payable/recoverable separately)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
ASHOK ROY
Ismail Kutty
M A HAKKIM
THARIS MUHAMMED
S.RAMACHANDRAN NAIR
Bidder Name
S.RAMACHANDRAN NAIR
Ismail Kutty
M A HAKKIM
S SAJEER
THARIS MUHAMMED
ASHOK ROY
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