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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.8 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹40.1 L+₹3.1 L (8.49%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹40.1 L+₹3.2 L (8.58%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹40.2 L+₹3.2 L (8.76%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹40.3 L+₹3.4 L (9.20%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹37.4 L
EMD Value
₹75,000
Closing Date
2 Sept 2023, 5:00 pmClosed
GARRISON ENGINEER GOMANTAK
GARRISON ENGINEER GOMANTAK
Special repair to sewage line of bldg Nos P 149 P151 P153 P154 P155 P156 P158 P167 and P168 at NOFRA under GE Gomantak Vasco
2023_MES_613533_1
8560/E8
Open Tender
Support/Maintenance Service
Item Rate
180 days
VASCO DA GAMA
as per tender documents
8 documents required · 8 mandatory
₹500
GE GOMANTAK
₹75,000
Yes
26 Oct 2023
12 Aug 2023
4 Sept 2023
12 Aug 2023
2 Sept 2023
26 Aug 2023
Amount
Demolition of cement concrete in ground floor and paving n exc 15 cm thick (below or above ground level) etc complete all as specifed and directed
Demolition/breaking of sewage pipe in trenches in foul condition of 150 mm dia
Demolition of concrete block walling, stone masonary built in cement mortar including all quoins archas pillars etc and pre-cast block walling etc complete all as specifed and directed.
Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5 m deep; in hard/dense ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sq.m on plan and n. exceeding 1.5m in depth and getting out.in soft/disintegrated rock
Excavation in trenches n. exc. 1.5m wide and n. exc.3 m deep; in hard/dense ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc. 10 sq.m on plan and n. exceeding 3m in depth and getting out.in soft/disintegrated rock
PCC (1:3:6) type C-2(Using 40 mm graded coarse aggregate) as in bed to 300mm bore drain pipe including packing under, and honching aginst the size of pipe after they are laid and tested all as specified .
M&L Reinforced concrete pipes, class NP2, 300mm bore laid and jointed complete with collars all as specified .
M&L for precast cement concrete block masonry with solid blocks in cement concrete 1:3:6 type C1 using 20 mm graded crushed trap stone aggregate exceeding 10 in width and set in CM 1:6
PCC type B-1 1:2:4 (20 mm graded crushed stone aggregate) as in coping, bed plates, benching etc slightly rounded or chamfered angles and throating, complete all as specified and directed.
PCC (1:3:6) type C-2 (Using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed.
M&L for 15 mm thick rendering on fair faces of brick work in in CM 1:4 finished even and smooth without using extra cement including mixing of WPC in the proportion as mentioned in manufacture instruction complete all as specified (WPC to be measured and paid seperatly)
Mild steel TMT bar 6mm to 8mm dia cut to length bend to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire (unnealed) not less than 0.9mm dia or securing with clips, compl
Mild steel TMT bars 10mm dia and over cut to lenth bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
M&L for chequred cement concrete tiles 20 cm x 20 cm x 25 mm thick set and jointed and pointed in neat cement slurry pointed in white or coloured cement to match and including over screed bed or bedding layer of mortar 15 mm thick laying floor finished in CM 1:6 complete all as specified and directed.
Providing precast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate in cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 complete.
Supply only liquid water proofing compound @ 0.200 Ltr per 50 Kg of cement or as per manufacture instruction completed all as specified and directed.
Returning and filling in, including spreading, leveling, watering and well ramming in two layers not exc 25 cm thick in any type of soil, complete all as specified and directed.
Removal of excavated material to a distance exc 1.50 km but not exc 5 Km depositing where directed at a level not exc 1.5 mtr above the starting point.
M&L for PCC type C-1, 1:3:6 (using 20 mm graded crushed stone aggregates) as in plinth protection; 75 mm thick; finished even and smooth without using extra cement complete all as specified and directed.
CVS CONSTRUCTIONS
AATREYA CONSTRUCTION
KIRAN TRADERS
JINTECH
M/s Abhay Enterprises
Super Construction
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