Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-AOC | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹19.4 L+₹1.3 L (7.20%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹20.9 L+₹2.8 L (15.4%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹21.3 L+₹3.2 L (17.4%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹25.5 L+₹7.3 L (40.3%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN L1 |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
10 Oct 2023, 6:00 pmClosed
GE(AF) B/R Chakeri Kanpur
GE(AF) B/R Chakeri Kanpur
ROUTINE, PREVENTIVE AND CORRECTIVE MAINT AND CLEANING OF SEWAGE SYSTEM AND CONNECTED WORKS IN N-4, NARENDRA GROUND , RAMADEVI AT AFS CHAKERI KANPUR
2023_MES_618403_1
GE(AF)/CHK/BR/T-27 OF 2023-24 8893/E8
Open Tender
Civil Works
Item Rate
330 days
GE(AF) B/R Chakeri Kanpur
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE(AF) B/R Chakeri Kanpur
₹70,000
Yes
2 Nov 2023
12 Sept 2023
17 Oct 2023
12 Sept 2023
10 Oct 2023
27 Sept 2023
Amount
Cleaning of the chocked/blocked sewage lines of any bore through mechanically by Jet Machine or any mechanical means between manholes and removing muck sludge/silt/liquid mud etc (incl foul position) from pipes including taking down cover slab of any type, thickness and size carefully and refixing in same position after necessary cleaning and removing the cleaned sludge out side of MD land in sealed containers on same day, at a depth not exc 1.50 m depth complete all as specified and directed
All as per item No 1 here-in-before but exceeding 1.5 m and not exceeding 3 m depth.
All as per item No 1 here-in-before but exceeding 3.00 m and not exceeding 4.5 m depth.
Cleaning of the chocked/blocked manholes/septik tanks/Gully trap/Nahani Trap/Floor trap, not exceeding 1.5 m depth, mechanically by Jet Machine or any mechanical means opening the covers, removing liquid/sludge mixed liquid under any position including foul condition and cleaning the inlets and outlets etc with water, placing the cover back in position and dispoing off the same in sealed container on same day, out side of MD land complete all as specified and directed.
All as per item No 4 here-in-before but exceeding 1.5 m and not exceeding 3 m depth.
All as per item No 4 here-in-before but exceeding 3.00 m and not exceeding 4.5 m depth.
Material and labour for pumping out the rain/waste water, sewage waste from sewage line out side the defence area incl provision of pumping etc with diesel engine of 10 HP and one skilled operator incl necessary T&P and accessories etc complete all as specified and as directed.
Demolition or breaking up drain pipes 150 mm internal dia of bore (salt glazed ware AC or reinforced concrete) set in cement mortar including breaking and removal of bedding and hunching complete all as specified and directed.
All as per item No 8 here-in-before but 200 mm internal dia of bore.
Demolition of brick work masonry, built in cement mortar including all quoins, arches, pillars, etc, complete all as specified and directed.
Demolition of reinforced cement concrete such as roofs, floors, slab cover, beams, landing and similar suspended work, complete all as specified and directed.
Demolition of plain cement concrete in ground floors and pavings not exc 15 cm thickness (below or above ground level) including disposal of old materials out of MD land, all as specified and directed.
M&L for mild steel TMT bars 8 mm dia and over, cut to length, bent to shape required, including cranking bending spirally for lintels and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, complete all as specified and directed
M&L precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate for cover slab for man holes/drain set in CM 1:6 including necessary form work complete all as specified and directed
M&L plain cement cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in coping including necessary form work complete all as specified and directed.
M&L for earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator)/manualy in foundation trenches or drains/laying of sewage pipe or similar work (not exceeding 1.5 in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 including getting out complete all as specified and directed.
All as per item No 16 here-in-before but exc 1.5 depth and nexc 3.00 m depth.
All as per item No 16 here-in-before but exc 3 depth and nexc 4.500 m depth.
M&L for PCC 1:4:8 type D-2 as in base or foundation filling and mass concrete complete all as specified and directed.
M&L PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as surfaces channel and drains complete all as specified and directed.
Extra for forming fair finished drain or channel up to 50 cm inner girth in cement concrete, using extra cement including forms, moulds,/stopped ends etc complete all as specified and directed.
M&L Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed.
All as per item No 22 above herein before but except bricks complete all as specified and directed.
Cutting into existing manholes for connecting new drain of 150 mm dia and over, making good to pipes and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1, smooth finished, and reforming benching as required, complete all as specified and as directed.
S & F 150 mm bore, Reinforced concrete pipes, class NP-3, laid and jointed with cement mortar (1:2) with jute, complete with collars, complete all as specified and as directed.
All as per item No 25 here-in-before but of 200 mm dia.
All as per item No 25 here-in-before but of 300 mm dia.
All as per item No 25 here-in-before but of 450 mm dia.
M&L cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in bed to drain pipes of 150 mm bore including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
All as per item No 29 here-in-before but of 200 mm dia.
All as per item No 29 here-in-before but of 300 mm dia.
All as per item No 29 here-in-before but of 450 mm dia.
Dismantling of cast iron or reinforced concrete drain pipes 100 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and directed.
Dismantling of cast iron or reinforced concrete drain pipes 75 mm dia, jointed in cement mortar and taking out of trenches, if required, complete all as specified and directed.
S & F centrifugally cast hubless Cast iron soil ,waste and vent pipe 100 mm dia in any length laid in trenches with joint as per manufacturer's instruction complete all as specified and directed.
All as per item No 35 above but 75 mm dia.
S & F centrifugally cast hubless Cast iron soil ,waste and vent pipe 100 mm dia in any length fixed to walls with joint as per manufacturer's instruction complete all as specified and directed.
All as per item No 37 above but 75 mm dia.
S&F 75 mm bore, cast iron bends any radius.
S&F 100 mm bore, cast iron bends any radius.
Taking down cement plaster on Brick or Stone walls etc including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.
M & L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement plaster 1:4, finished even and smooth without using extra cement, mixing with water proofing compund complete all as specified and directed.
M & L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement plaster 1:6, finished even and smooth without using extra cement, complete all as specified and directed.
M & L 75 mm thick cement concrete type C-2, 1:3:6 mix, (40 mm graded aggregate ) as in plinth protection, including finishing even & smooth without using extra cement,and laid in slope of 1 to 10 and in alternate bays, each bays not exc 2.50 mtr in length with 10 mm grove joints & joints to be filled with bituminous mastic fillars complete all as specified and directed.
Taking up asbestos cement/ pvc pressure pipe of any dia (including all fittings), including disconnectiong pipes and fittings complete all as specified and directed.
S&F PVC (SWR) pipe, 110 mm dia, single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
All as per item No 46 here-in-befor but 75 mm dia.
S&F PVC (SWR) bends 110 mm dia.
All as per item No 48 but 75 mm dia.
Dismantling asbestos cement (corrugated, semi-corrugated, etc) sheets in roof coverings complete all as specified and directed.
S & F for coloured pre painted galvalume aluminium zinc coated GI based ( coated with hot dip alloy of 55% aluminium, 43.5% Zinc , 1.5% Silicon and finished with resin coat on both surfaces @ 150 gm/sqm of coating (total both surface)) corrugated steel sheet 0.50 mm thick having tensile strength of 550 Mpa as in roof covering/cladding to walls, fixed with self tapping screws complete all as specified and directed.
S&F for 1.00 mm thick plain , galvanished , mild steel sheeting, in ridges, hips, valley gutter , drip and straight flashing (length and girth as fixed) with grade of zinc coating 275 complete all as specified and directed.
Dismantling timber scantling 40 sq cm and over in section in any position.
M&L for rolled sections as in main and cross beams, hip and jack rafters, vertical supports, purlins where connected to comman rafters and running rails and guided for sliding doors, frame wall ties , work for chajjas/rain gaurd, fixed with angle cleats or other connecting plaste including cutting, welding etc Fe-410-W (Gde-E-250) quality 'A' complete all as specified and directed.
Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed.
Supply and fixing for framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete drilled for fixing of steel sheeting or other covering, Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting) or other covering running rails and guides) and hanging, also fastening and fixing complete, Fe-290 (Gde-E-165) complete all as specified and directed.
Material and labour for preparation of newly or previously untreated steel or iron surfaces and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed.
Demolition of of stone slab/tiles of any position or thickness in floor, aprons, laid, bedded and pointed in any mortar, complete all as specified and directed.
M & L for 50 mm thick cement concrete type D 2 ( 1:4 8 ) using 40mm graded aggregate as in sub base to floor finished rough to receive finishes. complete all as specified and complete all as specified and directed.
Providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawn, drive ways or light traffic parking etc, of required strenth, thickness & size shape mady by table vibratory method using PU mould, laid in required colour & pattern over and including 50 mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory, filling the joints with sand and cutting of pver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
M&L for plain cement concrete type B1 (1:2:4) (using 20 mm graded stone aggregate) around the interlocking tiles complete all as specified and directed.
Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
Removing excavated material n/exe 50 m and depositing where directed at a level n/exe 1.5 m above the staring point complete all as specified and directed.
S&F in repair Stack clamps out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof for 100 mm bore pipe complete all as specified and directed.
Supply only integral water proofing compound all as specified and directed.
M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed.
M&L for preparation of newly plastered surfaces of wall and applying two coats of cement base paint over coats of primer complete all as specified and directed.
M&L in repairs for vitreous china squatting pan, orissa pattern , size 580 x440 mm white with integral foot rests (exluding flushing cistern and flush pipe.) including connection pipe and making good to floors etc complete all as specified and directed.
S&F in repairs PVC valveless syphonic action type flushing cistern , low level , white with inlet ball valve float and handle including brackets etc complete.all as specified and directed.
S&F in repairs CP floor grating 100/125 mm dia complete all as specified and directed.
M&L for non skid ceramic tiles 7 to 8 mm th (square/rrectangular) area of each tiles exe 0.06 sqm but not exe 0.11 sqm in floor etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15 mm thick screed bed or bedding layer of morter in cm (1:6) for laying floor finisheds etc complete all as specified and directed.
Dismantling floor, hearth or wall tiling incl cement morter beddiong (but not backing ) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
Note for Item No 1 to 72 : - (a) The contractor shall employ adequate numbers of tradesman/labour for timely completion of the complaint as per time frame given below :- (i) Priority-I : Complaints pertains to major water leakage, blockage of sewage upto first manhole, blockage of rain water gutter (pipe), flushing cistern will be attended on priority-I and the same will be completed within 4 to 8 hrs. (ii) Priority-II : Complaints pertains to major water leakage, blockage of sewage beyond first manhole, put manhole cover, will be attended on priority-II and the same will be completed within 24 hrs. (iii) Priority-III : Complaints pertains to renewal/replacement of sewage line/gutters will be attended on priority-III and the same will be completed within one week. (iv) Contractor or his supervisor shall collect the complaint/job card from JE concerned between 0900 hrs to 1000 hrs on all working days and deposited the same after completion of job duly signed by user/occupants on next day. (v) Summary of complaints will be prepared by the contractor and put up to Engineer-in-Charge on last date of every month. (vi) If contractor fails to attend the complaint as per time framed given in Para (i) to (iii), above, Rs 50/- per complaint per hour for ser No (i) and Rs 250/- per complaint per day for ser No (ii) & (iii) above will be recovered from the RAR/Final bill.
B.K.TRADERS
SHUSHILA TRADERS AND CONSTRUCTION
continentalconstructionco.
SUSHMANAND ENGINEERING WORKS
amitabh upkaram
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .