Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC ASSISTANT ENGINEER LID EW SECTION VALAVANNUR VALAVANNUR GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | L1 | Accepted-AOC L1 Agreement Executed | |
| 2 | L2₹1.4 L+₹12,263.35 (9.74%)Rejected-Finance | L2 | Rejected-Finance HIGH RATE |
Tender Value
₹1.3 L
EMD Value
₹3,148
Closing Date
20 Oct 2023, 5:00 pmClosed
Pournami Suradh
Office of the Assistant Engineer, L I D and E W Section, Niramaruthur Grama Panchayat
P. No. 249/2023-24 Anganwadi No. 113 Maintenance - Niramaruthur GP under Annual Plan 2023-24
2023_LSGD_610542_19
2023-24/AE/LIDEW/NMR/PHASE-III
Open Tender
Civil Works - Buildings
Item Rate
150 days
Niramaruthur Gramapanchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,148
Yes
21 Dec 2023
12 Oct 2023
25 Oct 2023
12 Oct 2023
20 Oct 2023
12 Oct 2023
Amount
MAINTANANCE
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
OD201282/2023-2024:Providing and fixing pre coated galvanized iron profile sheets ( size, shape and pitch of corrugation as approved by Engineer-in- charge ) 0.35mm(0+0.05%) total coated thickness with zinc coating 120 grams as per sqm as per IS : 277, in 240 mpa steel grade ,5-7 micron epoxy primer on both side of the sheet and polyester top coat 15-8 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as desired by Engineer-in-charge . The sheet shall be fixed using self drilling/self tapping screws of size(5.5x55mm) with EPDM steal, complete up to any pitch in horizontal/vertical or curved surfaces , excluding the cost of purlins , rafters and trusses and including cutting of size and shape wherever required
OD201249/2023-2024:Providing and fixing 150 mm wide, square cut PVC 4kgf/cm2 rain water gutter pie with iron brackets with 25x5 mm size flat , screws and washers etc, including making necessary connections with rain water pipe etc . complete
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
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
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 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
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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.
P K UMMER
Bidder Name
P K UMMER
K V Shamsu
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_914199.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .