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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | ₹12.2 L Quoted ₹12.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.1 L+₹1.6 L (13.2%)Rejected-Finance DOOR NO 44 19 10 RAILWAY NEW COLONY BEHIND SIVALAYAM VISAKHAPATNAM AP 530016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹14.1 L+₹1.6 L (13.2%) | L2 | Rejected-Finance L2 |
| 3 | L3₹14.4 L+₹2.0 L (16.1%)Rejected-Finance | ₹14.4 L+₹2.0 L (16.1%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical No similar work experience and aslo not enlisted in MES |
Tender Value
Refer Docs
EMD Value
₹25,800
Closing Date
12 Nov 2020, 6:00 pmClosed
GE Projects Navy Vizag
Garrison Engineer Project Navy Vizag, HQ CE Navy Complex, Station Road, Visakhapatnam, Andhra Prtadesh-530004.Tele 0891-2546410, 2543670
8711/E8 REPAIR/CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, OVER HEAD TANK, UG SUMPS AND ATEENDING THE DAILY COMPLAINTS OF BLOCKAGE OF SEWAGE LINES, GULLY TRAPS, MANHOLES ETC AT NAD SUNABEDA ODISHA
2020_MES_381661_2
8711/E8
Open Tender
Civil Works
Item Rate
334 days
Sunabeda
as per NIT/Tender documents
4 documents required · 4 mandatory
₹500
Yes
GE Projects Navy Vizag
₹25,800
Yes
18 Dec 2020
29 Oct 2020
14 Nov 2020
29 Oct 2020
12 Nov 2020
29 Oct 2020
29 Oct 2020 - 5 Nov 2020
Amount
Removal carefully the precast cover slab of drain, Cleaning and removing of silts from drain and hume pipe of any description by roding and well flushing with water, taking out west materials and disposing the same to a distance not exc 50m and setting the same cover in old position complete all as directed by Engr-in-Charge.
Cleaning of septic tank completely by emptying liquid, semi solid, solid foul contents including cleaning of inlets, outlets and getting out mechanically by means of suction pumps and filling the foul material into the covered tank attached to suction pump and including sludge/sludge water shall be disposed off at authorized dumping site declared by local administration outside MD land and as directed by Engineer-in-Charge for the following septic tanks:-
25 Users capacity (2.05mx0.80mx1.20m)
50 Users capacity (3.65mx1.35mx1.80m)
200 Users capacity (4.95mx2.00mx1.80m)
Removing carefully the cover slabs of manholes of any size and shape and removing the scum/sludge including any organic or inorganic matters and disposing the same to a distance exc 250m and n.exc 500m where directed and setting the manhole cover old in position in (CM 1:6) after inspection by Engr-in-Charge and as directed for the following manholes :-
Not exceeding 1 m depth of any size.
Exceeding 1 m depth but not exceeding 2 m depth of any size
Cleaning carefully for the blockage in CI or SWG pipe of the following sizes in between man holes and passing rubber ball through line to ensure all blockage perfectly clear complete all as directed by Engineer-in-charge for the following dia pipes:-
100mm dia pipe
150mm dia pipe
M & L for removing the plant from walls & roof of the building with complete roots, applying recommended chemicals to prevent further growth as directed, making good the disturbed surface with CM (1:3) and applying surface finishs to match the existing surface including removal of debris etc outside the premises complete all as required and specified.
M&L cleaning of the service tanks of following capacity installed on roofs and 2nd, or 3rd, or 4th stories of building at various places by emptying the tanks, by removing the scale and other all other foreign materials deposited on side wall and bottom of the tanks by scraping and brushing with wire brush and cleaning with bleaching powder slurry and allowed to dry and tajk washing and cleaning the tank with fresh water including refixing the top cover of tank properly after cleaning and writing letters such as details of the tanks like date of cleaning, capacity of tank with synthetic enamel paint with letter size 10cm heigh in block colour, over a thick of size 60x 30mm complete all as directed by Engr-in-Charge for the following capacity service tanks:-.
Upto 500 ltrs
Above 500 ltrs and upto 1000 ltrs
M&L removing manhole covers and cleaning the RCC over head reservoirs/Semi underground sump/under ground sump/section galley of the following capacity situated at various places by emptying the reservoirs and removing the scale out all other foreign materials deposited on the side wall and bottom of the tanks by scaraping and brushing wire brush, cleaning with bleaching powder and finally cleaning with fresh water after dried applying one coat of white wash on internal wall & surface reservoirs/sump and refixing manhole covers in old position all as directed by Engr-in-Charge for the following :-.
Under/Semi under ground sump
Static water tank
Over head Reservoir
Cleaning of blockage in the WC "P" traps in toilet up to 1st Manholes by manually or with water jet after carefully removing the connected Caps of pipe and refixing the same in the position complete all as specified and as directed by Engr-inCharge.
Taking down cement plaster on brick work or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified.
M&L for Rendering 15mm thick on external wall faces of brick / stone surfaces in CM (1:6), including finishing even and smooth without using extra cement, with and including mixing of water proofing compound @ 2% by weight of cement, including taking down existing cement plaster, raking out joints, hacking for key, scrubbing down with water, etc., removal of rubbish off the premises, complete all as specified.
M&L of Preparation of new plastered surface of external walls and applying three coat of white wash all as specified.
Supply only integral water proofing compound (ISI marked) of approved make.
Demolition of reinforcement cement concrete of any description from any position complete all as specified and as directed.
M&L Providing pre-cast reinforced cement concrete type B-1, 1:2:4 using (20 mm graded aggregate) as in man hole covers set in cement mortar 1:4, including necessary formwork and demolition of old slabs, complete all as specified. Note: Reinforcement shall be measured and paid separately.
M&L for Mild Steel TMT bars upto and including 10mm dia, cut to length, 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 0.9 mm dia or securing with clips complete all as specified.
All as per item No 15 above but 6 to 8mm dia bars.
M&L for Walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in CM (1:6), including demolition of old stone work of any type, complete all as specified.
M&L for Walling of random rubble masonry [Except stone], uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, including demolition of old stone work of any type, complete all as specified.
M&L flush pointing to random rubble masonry, uncoursed ro brought upto courses in CM (1:4) complete all specified and as directed.
Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and as directed.
M&L for Brick work with with fly ash bricks, straight or curved on plan to any radius, built in CM (1:6), complete all as specified and directed.
Demolition and breaking up of drain pipes of 150 mm dia (Salt glazed ware, AC or RCC) set in cement motar complete all as directed by Engr-in-Charge
All as per item No.22 above but 200mm dia.
Excavation in trench n exc 1.5m wide and n exc 1.5 m in depth and getting out in hard/ dense soil for foundations, etc complete all as specified.
M&L concrete bed to drain pipe including packing under and haunching against sides of pipes after they are laid and tested in PCC (1:3:6), type C-2, using 40mm graded stone aggregate for 150mm dia pipes all as specified.
All as per item No.25 above but 200mm dia.
M&L for Salt Glazed Stone Ware drain pipe, grade ‘A’ 100 mm bore laid in trenches and jointed in cement mortar (1:1) complete all as specified and as directed by Engineer-in-charge.(Excavation and earth work shall be measured and paid separately).
All as per item No.27 above but 200mm dia.
Returning, filling in, includingn spreading, levelling, watering and well ramming in layers n.exc 25cm thick in soils all as specified.
Removal of excavated material n exc 50m and depositing where directed at a level n exc 1.50m above the starting point all as specified.
Taking down eaves SWR or rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and acessories) complete all specified and as directed.
Supply and Fixing in repairs 75mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
Supply and Fixing in repairs 110mm bore PVC (SWR) pipes for rain water pipes single socketed in any length with rubber ring joints fixed to walls including neccesay clamp brackets complete all as specified and as directed.
Supply and fixing 110mm bore PVC (SWR) junction single (Single "T") equal or unequal with access door complete all as specified and as directed.
Supply and fixing 110mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
Supply and fixing 75mm bore PVC (SWR) junction single (Single "T") equal or unequal with access door complete all as specified and as directed.
Supply and fixing 75mm bore PVC (SWR) bends of any radius complete all as specified and as directed.
S & F PVC (SWR) vent cowl of 75mm bore complete all as directed by Engineer-In-Charge.
S & F PVC (SWR) vent cowl of 110mm bore complete all as directed by Engineer-In-Charge.
S & F in repair vitreous china squatting pan “orrisa” pattern of size 580mmx440mm “white” with integral foot rest 'P' or 'S' trap, front or back inlet (excluding flushing cistern and flush pipe) including provision of cement concrete bedding, connection to trap and to flushing pipe, anti-syphonage pipe etc complete making good to floor as existing as in repair complete all as specified and as directed by Engineer-in-charge.
S & F PVC (SWR) couplers of 110mm bore complete all as specified and as directed by Engineer-in-charge.
M & L for in repairs Jointing only 75mm dia pipe cast iron pipes and fittings or AC pipes and fittings, in repairs, with cement joints complete all as specified and as directed by Engineer-in-charge.
M & L for in repairs Jointing only 100mm dia pipe cast iron pipes and fittings or AC pipes and fittings, in repairs, with cement joints complete all as specified and as directed by Engineer-in-charge.
Supply and fixing in repairs CI Nahani trap with 50 mm bore outlet with CP grating including jointing to waste pipes with lead joint fixed in PCC (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified.
M & L for in repairs PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and as directed.
ANJALI ENTERPRISES
VARADHI ENTERPRISES
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