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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.4 LAccepted-Finance | L1 | Accepted-Finance Being L1 | |
| 2 | L2₹34.9 L+₹44,815 (1.30%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹39.6 L+₹5.1 L (14.9%)Rejected-Finance | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹41.6 L+₹7.1 L (20.7%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L4 | Rejected-Finance Not Being L1 | |
| 5 | L5₹43.9 L+₹9.4 L (27.3%)Rejected-Finance | L5 | Rejected-Finance Not Being L1p |
Tender Value
₹51 L
EMD Value
₹1.0 L
Closing Date
19 Jan 2022, 6:00 pmClosed
GE (I) (DM) VISAKHAPATNAM
GE (I) (DM) VISAKHAPATNAM Naval Dockyard 530014
REPAIR / MAINTENANCE AND CLEANING TO SEWAGE LINE, GULLY TRAPS, MANHOLE, SEPTIC TANK, FILTER BED ETC. INCLUDING OTHER CONNECTED WORKS TO THE BUILDING LOCATED AT AREA C AND D OF NAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) (DM) VISAKHAPATNAM
2021_MES_495045_1
SSGE/8665/E8
Open Tender
Civil Works
Item Rate
270 days
GE (I) (DM) VISAKHAPATNAM
As per Tender Documents
8 documents required · 8 mandatory
₹1,000
GE (I) (DM) VISAKHAPATNAM
₹1.0 L
Yes
7 Feb 2022
15 Dec 2021
26 Jan 2022
15 Dec 2021
19 Jan 2022
5 Jan 2022
Amount
Demolition of plain cement concrete (unreinforced) in ground floors and paving including floor tiles not exceeding 15 cm thick (below or above ground level) and removing the debris from Dockyard premises complete all as specified and as directed
M&L for PCC 1:3:6, type C2, (using 40mm graded stone aggregates) as in floor surface, finished even and smooth without using extra cement complete all as specified and as directed
Demolition of brick masonry built in cement mortar including all quoins, pillars etc and removing the debries from the Dockyard premises complete all as specified and as directed
M&L pre-cast cement concrete block masonary in PCC 1:3:6 type C1 using 20mm graded aggregate with solid block, exceeding 10cm in width setting in CM 1:4 complete all as specified and as directed
M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and as directed
M&L for preparation of new plastered surfaces of walls and applying three coat of white wash complete all as specified and as directed
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in hard/dense soil complete all as specified and as directed
Demolition and breaking up drain pipes 100mm bore (salt glazed stone ware, AC or reinforced concrete type) set in cement mortar including haunching and benching throwing debris outside of ND (V) complete all as specified and as directed
Demolition and breaking up drain pipes 150mm bore (salt glazed stone ware, AC or reinforced concrete type) set in cement mortar including haunching and benching throwing debris outside of ND (V) complete all as specified and as directed
M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate), concrete bed to 100 mm dia drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed
M&L for PCC 1:3:6, type C2 (using 40mm graded stone aggregate), concrete bed to 150 mm dia drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed
M & L Salt-Glazed stone ware drain pipes, 100mm dia (internal dia) laid in trenches and jointed complete all as specified and as directed
M & L Salt-Glazed stone ware drain pipes, 150mm dia (internal dia) laid in trenches and jointed complete all as specified and as directed
Returning filling in including spreading, levelling watering and well ramming in layers not exceeding 25 cm in Hard/ dense soil complete all as specified and as directed
Removal of extra excavated soil not exceeding 50m and depositing where directed at level not exceeding 1.5m above the starting point complete all as specified and as directed
M&L for cutting into existing 100mm dia manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and as directed.
M&L for cutting into existing 150mm dia manholes for connecting new drains making good to pipe and rendering cutting out existing benching for and forming benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed.
Demolition of reinforced cement concrete as in manhole covers Cutting reinforcement as required to facilitate demolition and including throwing debris outside of ND (V) complete all as specified and as directed.
M&L for precast cement Concrete 1:3:6, type C1, (using 20mm graded stone aggregate), in landing, cover slabs (for manhole) chajjas and similar articles including chamfers weathering, throating etc and setting in CM (1:6) complete with joints to match complete all as specified and as directed
M&L for mild steel round bars 10mm dia and over cut to length, bent to shape required including binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified and as directed
M&L for PCC 1:2:4, type B1, (using 20mm graded stone aggregates) for Coping, lintel bands etc complete all as specified and as directed
M&L for cement concrete 1:3:6,Type C-2 (40 mm graded aggregate) as in surface channels and drains complete all as specified and as directed
M&L for cleaning the blockage in the sewage lines/man holes ,etc not exceeding 1.0m deep including removing of debris, sludges, deposit etc, from the Dockyard premises including removing and refixing the cover slab complete all as specified and as directed
M&L for cleaning the blockage in the sewage lines/man holes ,etc exceeding 1.0Mtr & not exceeding 1.50 Mtr deep including re moving of debris, sludges, deposit etc, from the Dockyard premises including removing and refixing the cover slab complete all as specified and as directed
M&L for cleaning the blockage in the sewage lines/man holes ,etc exc 1.50Mtr & not exc 2.0Mtr deep including removing of debris, sludges, deposit etc, from the Dockyard premises including removing and refixing the cover slab complete all as specified and as direccted.
Cleaning of choked gulley traps and floor traps of any size, shape and depth etc including removing sludge/ debris etc to distance exceeding 100m and not exceeding 250m and complete all as specified and as directed
Cleaning of choked ,urinal pots,commode of any size, shape and depth etc including removing sludge/ debris etc to distance exceeding 100m and not exceeding 250m and complete all as specified and as directed
S&F for salt glazed stoneware gully traps size 180X150mm square or round mouthed type 'P' complete all as specified and as directed
Dewatering /desludging of septic tanks,soakage wells etc, cleaning of all sludge ,silt residue of both organic and inorganic nature by manual labour or by mechanical scrappers etc and disposal off the same all as directed and including dumping at the GVMC authorized dumping location the material shall be dumped to any depth, complete all as specified and as directed
Demolition of cement concrete of any description (in sunken floors) and in any position and removal of debris from Dockyard premises complete all as specified and as directed
M&L for rendering 10 mm thick in CM (1:4) on concrete or brick surfaces in sunken portions mixed with WPC as per manufacturers instructions complete all as specified and as directed . Note :- WPC shall be measured and paid separately
Supply only integral water proofing compound complete all as specified and as directed
M&L applying evenly a coat or blown type bitumen @ 1.5 kg/Sqm and blinding with clean dry sand @ 0.05 cum/Sqm complete all as specified and as directed
M&L polythene 5- micron thick laid on a coat of bitumen primer @ 0.30 to 0.50 kg/Sqm complete all as specified and as directed
M/L for cement concrete 1:5:10 type E2 using 40 mm graded stone aggregate as in filling in sunken floors complete all as specified and as directed
M&L for 40mm thick cement concrete type 'B-0' 1:2:4 using 12.5mm graded stone aggregate as in flooring complete all as specified and as directed
Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing)and rubbish off the premises complete all as specified and as directed
M&L non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match laid over and including screed bed in CM 1:6 , 15mm thick complete all as specified and as directed
M&L for coloured glazed ceramic tiles 300 x 450 x 7 mm thick in dado set and jointed in neat cement slurry and pointed in coloured cement to match fixed over incl rendering in CM 1:4, 10mm thick complete all as specified and as directed
Supply fix in repairs Viterous China wash down water closet pan (pedestal pattern ) including PVC seat cover complete all as specified and as directed
S & F Vitrous China urinal partition white of size 310x700mm complete all as specified and as directed
S/F in repair PVC low level flushing cistern 10 ltrs capacity including all fittings and brackets bends flush pipe etc and fixed in repairs complete all as specified and as directed
S&F in repairs 75 mm dia PVC pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed
S&F in repairs PVC (SWR) bend 75 mm bore pipe complete all as specified and as directed
S&F in repairs 110 mm dia PVC pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed
S&F in repairs PVC (SWR) bend 110 mm bore pipe complete all as specified and as directed
M&L for cleaning open drain, not exceeding 0.50m deep including removing of debris, sludges, deposit etc, form the Dockyard premises including removing and refixing the cover slab complete all as specified and directed
All as per Item No 47.00 above but exceeding 0.50m deep but not exceeding 1.00m complete all as specified and direccted.
All as per Item No 47.00 above but exceeding 1.00m deep but not exceeding 1.50m complete all as specified and as directed
ESWAR ENTERPRISES
Venkat Associates
sai ganesh enterprises
SRI DHANESWARI ENGINEERING WORKS
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