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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.1 LAccepted-AOC | ₹8.1 L | 1 | Accepted-AOC L1 |
| 2 | 2Rejected-Finance | - | 2 | Rejected-Finance m chandran quoted lowest |
| 3 | 3Rejected-Finance | - | 3 | Rejected-Finance m chandran quoted lowest |
| 4 | 4Rejected-Finance | - | 4 | Rejected-Finance m chandran quoted lowest |
Tender Value
₹9.7 L
EMD Value
₹25,000
Closing Date
18 May 2018, 5:00 pmClosed
ASSISTANT ENGINEER
LSGD KANHANGAD MUNICIPALITY
ALAMIPPALYY BUSSTAND COMPOUND WALL CONSTRUCTION PROJECT NO 259/19
2018_LSGD_204244_1
E1-13395/18-05
Open Tender
Civil Works - Others
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,240
online
₹25,000
3 Nov 2021
11 May 2018
21 May 2018
11 May 2018
18 May 2018
11 May 2018
Amount
ALAMIPALLI BUS STAND COMPOUND WALL CONSTRUCTION
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)
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.
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 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
od25167/2018_2019 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
od25168/2018_2019 : Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
od31483/2018_2019 : PVC WEEP HOLES- Providing weep holes using 50mm dia. PVC pipes working pressure 10 kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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
Mohammed Jashid Karippodi
T THAMBAN
AV SREEDHARAN
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tech_eval.pdf
fin_eval.pdf
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finance_267892.pdf
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