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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.0 LAccepted-AOC 16 176 A BHARATHI PURAM NAGAI NAGAR DINDUGUL 3 | DINDUGUL | DINDIGUL | TAMIL NADU | L1 | Accepted-AOC L1 | |
| 2 | L2₹48.8 L+₹1.6 L (3.28%)Rejected-Finance NO 9 DR SEVALIYE SHIVAJI GANESAN NAGAR 3RD STREET DINDIGUL 624 001 | DINDIGUL | DINDIGUL | TAMIL NADU | 624001 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹55.4 L+₹8.1 L (17.2%)Rejected-Finance NO 18 BHARATHI STREET WEST GANDHI NAGAR AVADI CHENNAI 600 054 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600054 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹64.6 L+₹17.3 L (36.6%)Rejected-Finance NO 28 4TH A CROSS 1ST MAIN ROAD ATTUR LAYOUT YELAHANKA NEW TOWN BANGALORE 560064 | BANGALORE | BENGALURU URBAN | KARNATAKA | 560064 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹67.9 L+₹20.6 L (43.5%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
Tender Value
₹74.3 L
EMD Value
₹1.4 L
Closing Date
18 Jan 2024, 6:00 pmClosed
Garrison Engineer
Garrison Engineer
PROVISION OF CERTAIN PREPARATORY WORKS INCLUDING SOIL INVESTIGATION FOR TECHNICAL POSITION AT AFS THANJAVUR
2023_MES_633544_2
8997/E8
Open Tender
Civil Works
Item Rate
90 days
Thanjavur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Garrison Engineer
₹1.4 L
21 Feb 2024
6 Jan 2024
19 Jan 2024
6 Jan 2024
18 Jan 2024
13 Jan 2024
Amount
Surface excavation n.exc 30cm deep and average 15cm deep and getting out in hard and dense soil complete all as specified and as directed.
Surface dressing n.exc 15cm deep getting out in hard and dense soil complete all as specified and as directed.
Removing excavated material exc 1.50km and not exc 5km and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed.
Grubbing up tree trunk exc 100cm and n.exc 150cm including of cutting trunk portion protruding over groung, digging out roots, filling holes and levelling off ground, stacking of serviceable material and removing unserviceable material to a distance n.exc 50m on clearing site complete all as specified and as directed. Note:- Tree trunks obtained from grabbing shall be be handed over to the users for further disposal. A certificate to this effect shall be obtained from the users for the further regularisation of the subject bill.
SOIL INVESTIGATION
M & L for Making necessary arrangement for mobilization and demobilization and Shifting of entire boring equipments, personnel, tools and arrangement from one bore hole to another bore hole location and setting of boring/drilling rig as required for soil investigation complete all as specified and as directed.
M & L for Boring 150 mm dia bore holes in any type of aoil to a depth of 10.00 m Depth or N>100 whichever occurred earlier in ground level by using rotary drill method in terms of 13:1892, Conducting SPT and Collection of disturbed annd undisturbed soil samples. Conducting the laboratory tests as per IS:1892 which includes the determination on soils and rocks (a)Atterberg limits (b) Natural moisture content (c) Wet and dry densty (d) Tri-axial shear test C&D (e) Shrinkage limit (f) Consolidation test (g) Crushing strength of rock samples, degree of weathering (CR value) and ROD of rock samples, Core recovery etc (h) Permeability test (j) Chemical analysis on soil samples (k) Soil/Particle size using seive hydrometer analysis (l)Chemical analysis on water samples (m) Standard and modified proctor's density test (n)Vane shear test (o) Salinity test (p) Grainsize analysis, identification & classification of soil (q) Liquid limit, Plastic limit (r) Shear parameters (C-phi analysis) (s) Depth of water table
P Natesan and Co
BKR Enterprises
GNANI BUILDERS
SUMA ENCON PROJECTS PRIVATE LIMITED
N Rathinam
RISHABH BUILDERS
M.S.Trading Company
Vinayaka Enterprises
Kakolil Trade Agencies
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