Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 LAccepted-AOC | L1 | Accepted-AOC Being lowest and reasonable | |
| 2 | L2₹32.1 L+₹1.7 L (5.54%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹33.3 L+₹2.9 L (9.65%)Rejected-Finance | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹33.8 L+₹3.4 L (11.3%)Rejected-Finance | L4 | Rejected-Finance Not being lowest |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
23 Jan 2021, 6:00 pmClosed
GE (AF) B/R Chakeri Kanpur
GE (AF) B/R Chakeri Kanpur
REPAIR TO COMPOUND WALL, PATH, HARDSTANDING, FENCING, DRAIN AND CLEANING OF SEWAGE LINE AND MISC WORK AT 7 AFH KANPUR CANTT
2020_MES_405141_1
GE(AF)/CHK/T-49 OF 2020-21
Open Tender
Civil Works
Item Rate
272 days
AFH 07 Kanpur Cantt
Class D and cat a(i)
8 documents required · 8 mandatory
₹500
GE (AF) B/R Chakeri Kanpur
₹96,000
20 Mar 2021
19 Dec 2020
27 Jan 2021
19 Dec 2020
23 Jan 2021
11 Jan 2021
21 Dec 2020 - 31 Dec 2020
Amount
Demolition and breaking up 300mm bore dia drain pipe (Salt glazed ware, AC or reinforced cement concrete) set in CM (1:3) complete all as specified and directed.
Demolition and breaking up 200mm bore dia drain pipe (salt glazed ware, AC or reinforced cement concrete) set in CM (1:3) complete all as specified and directed.
Demolition and breaking up 150mm bore dia and below drain pipe (salt glazed ware, AC or reinforced cement concrete) set in CM (1:3) complete all as specified and directed.
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft / loose soil complete all as specified and directed.
Ditto all as per item No.04.00 above but exceeding 1.5 m and not exceeding 3.0 m in depth.
Excavation over area not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and directed.
Excavation over area exceeding 1.5 m and not exceeding 3m deep and getting out in soft/loose soil complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed.
M & L for 150 mm bore dia RCC pipe class NP2 laid and jointed in CM (1:3) with collars and tested complete all as specified and directed.
M & L for 200 mm bore dia RCC pipe class NP2 laid and jointed in CM (1:3) with collars and tested complete all as specified and directed.
M & L for 300 mm bore dia RCC pipe class NP2 laid and jointed in CM (1:3) with collars and tested complete all as specified and directed.
M & L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in concrete bed to drain pipes of 150 mm bore dia including packing under and haunching against the sides of pipe after they are laid complete all as specified and directed.
M & L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in concrete bed to drain pipes of 200 mm bore dia including packing under and haunching against the sides of pipe after they are laid complete all as specified and directed.
M & L for PCC (1:3:6) type C2 using 40 mm graded stone aggregate as in concrete bed to drain pipes of 300 mm bore dia including packing under and haunching against the sides of pipe after they are laid complete all as specified and directed.
M & L for TMT bars 10mm dia and over cut to length bent to shape as required, including cranking, bending hooking etc & binding with mild steel binding steel wire (annealed) not less than 0.9 mm dia conforming to Fe-410-S or Fe – 410-O complete all as specified and directed.
M & L for TMT bars 6 to 8mm dia cut to length bent to shape as required, including cranking, bending hooking etc & binding with mild steel binding steel wire (annealed) not less than 0.9 mm dia conforming to Fe-410-S or Fe – 410-O complete all as specified and directed.
Demolition of RCC of any description in any position not otherwise described including cutting reinforcement as required and removing the debries out of MD land complete all as specified and directed.
M & L for precast RCC (1:2:4) type B1 using 20 mm graded stone aggregate as in manhole cover slabs, set in CM (1:6) complete all as specified and directed. (Note:- Reinforcement shall be measured and paid separately).
Taking down cement plaster including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of concrete surfaces or brick work in CM (1:4) finished even and fair using WPC @ 3% by weight of cement and applying three coats of white wash after preparation of surfaces complete all as specified and directed. Note : (WPC shall be measured and paid separately)
Supply only water proofing compound complete all as specified and directed.
M & L (SWR) gulley trap of 125/110 mm setting and jointing with solvent cement complete all as specified and directed.
S & F Grating doom of size 125 mm dia with waste hole of PTMT. (Maxium weight 40 gms) complete all as specified and directed.
Demolition of brick masonary built in cement mortar including all quoins, arches, pillars etc and clearing off the premises complete all as specified and directed.
M & L for Brick work with fly ash bricks using old size bricks on plane not exceeding 6 m mean radius built in CM (1:6) as in wall etc complete all as specified and directed.
M & L for Brick with sub class 'B' bricks (using old size bricks obtained from dismantling) on plane not exceeding 6 mtr mean redious built in CM (1:6) as in wall etc complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of concrete surfaces or brick work in CM (1:4) with neru finish complete all as specified and directed.
Demolition of PCC not exceeding 15 cm thickness in floors, roofs or pavings and throwing debris at low lying area not exceeding 1 km complete all as specified and directed
Demolition Cement Concrete (un-reinforced) of any description and in any position not otherwise specifically provided for, complete all as specified and directed.
M & L for PCC (1:2:4) type C-2 using 40 mm graded stone aggregate as in surface channels and drains, etc, including necessary form work complete all as specified and directed.
M & L for PCC (1:2:4) type B-1 using 20 mm graded aggregate as in coping/benching of manhone etc including necessary form work complete all as specified and as directed.
M & L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregates as in foundation filling and mass concrete complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed.
M & L for 75 mm thick PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in plinth protection finished even and smooth without using extra cement and forming construction joints at specified interval complete all as specified and directed.
S & F in repairs 110 mm dia PVC (SWR) grade single socketed pipes in any length with rubber ring joints laid in trenches or in floors/walls complete all as specified and directed.
S & F in repairs 75 mm dia PVC (SWR) grade single socketed pipes in any length with rubber ring joints laid in trenches or in floors/walls complete all as specified and directed.
S & F in repairs 110 mm dia PVC (SWR) bends of any radius complete all as specified and directed.
S & F in repairs 75 mm dia PVC (SWR) bends of any radius complete all as specified and directed.
S & F in repair PVC (SWR) junction (single ‘T’) with / without access door for 110 mm dia pipe complete all as specified and directed.
S & F in repair PVC (SWR) junction (single ‘T’) with/without access door for 75mm dia pipe complete all as specified and directed.
S&F in repair PVC (SWR) vent cowl suitable for 75mm dia PVC pipe complete all as specified and directed.
Opening and cleaning of blockage of WC, nahani trap/ gully trap of bathroom, kitchen and messes etc in any pattern by rodding or manually upto 1st manhole without damaging any sanitary fitting etc including taking down and refixing of manhole covers in original position complete all as specified and directed.
Cleaning of chocked/blocked sewage lines of any bore by collecting loose sedimented sand, frill, ash, sludge water, rags, fibres or vegetation in nearest manholes for disposal 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 the MOD land in sealed containers with all safety measures complete all as specified and directed from the following depth of sewage lines :-
Upto 1.50 m depth.
Exceeding 1.50 m but not exceeding 3.00 m depth.
Exceeding 3.00 m but not exceeding 5.50 m depth.
Cleaning of manholes of depth not exceeding 1.5 M deep manually by taking off sludge waste soil and silted soil from the existing manhole of any size 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 the MOD land in sealed containers complete all as specified and directed.
Ditto all as per item No.44.00 here-in-before but exceeding 1.5 m and not exceeding 3.0 m deep.
Ditto all as per item No 44.00 here-in-before but exceeding 3.0 m deep.
Cleaning of septic tank/ main chambers mechanically by opening the covers, removing liquid/ sludge mixed liquid under any position including foul conditions and cleaning the inlets and outlets etc with water, placing the covers back in position and disposing off the same out side the MD land complete all as specified and directed. (Note:- The liquid (sludge mixed) to be disposed off in sealed tins or sludge removal tankers and the same is deemed to be included in the rate quoted by the contractor).
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate, smooth finished and reforming benching as required in 150 mm dia rendering, cutting out branch channel and making good the disturbed surfaces complete all as specified and directed.
M & L for cleaning of roofs/Chajja by getting out growing vegetations/grass & brooming down with removing it out of MD land premises including repairing to damaged surface of roof by using CM (1:3) mixed with WPC @ 3% by weight of cement & sealed with 85/25 hot blown grade bitumen in patch not exceeding 5.0 Sqm each complete all as specified and directed.
M & L for repairing of damaged portion of mouth at terrace/roof surface of rain water pipe by cleaning and repairing to mouth of RWP by using CM (1:3) mixed with WPC @ 3% by weight of cement & sealed with 85/25 hot blown grade bitumen to make joint of rain water pipe and roof surface fully leak proof complete all as specified and directed.
Dismantling structural steel work including doors, gates, cattle trap but excluding framed truss etc complete all as specified and directed.
M & L Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc conforming Fe 290 Gde E 165 complete all as specified and directed.
S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with reveted welded, bolted attatchments conforming to Fe 290 Gde E 165 complete all as specified and directed.
Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.
M & L for 18-20 mm thick granite stone (of any type) work (table rubbed and polished) in steps jambs, pillers, window -cills, cooking platforms and like jointing and pointing in white cement mortar (1:2) using marble dust with admixture of pigment to match with shade of granite over and including 15 mm thick screed bedding complete all as specified and directed.
S & F in repair galvanised 2 strand steel barbed wire 2.25 mm dia with 2 mm dia barbs at 75 mm spacing and straining and fixed to any type of standard rails straining bolts including securing or tying and binding at crossing with and galvanised mild steel wire staple etc complete all as specified and directed.
Ditto all as per item no.56.00 here-in-before but restraining and re securing including making good staple.
M & L for 40 mm thick precast RCC Jali made out of PCC (1:2:4) B-0 using 12.50 mm graded stone aggregates including reinforcement complete all as specified and directed.
S & F factory made stainless steel railing (Grade AISI-304) with top hand rail of 50 mm dia, intermediate rails 02 nos of 18-19 mm dia and 40 mm vertical member (baluster) top fit with all necessary fittings and fixtures required including fabrication and fixing for ramp or path ways spacing between vertical post 1.40 m and height of railling is 90 cm above ground level complete all as specified and directed.
M & L for 60 mm thick machine pressed precast concrete interlocking paver block having laquer finish any shape and size confirming to IS 15658-2006, M-35 grade jointed and pointed with grey cement and pigment including dismantling old interlocking paver block complete all as specified and directed.
M & L for hard core of gauge not exceeding 63 mm of broken granite stone deposited spread and levelled in layers not exceeding 15 cm watered and rammed to a true surface complete all as specified and directed.
M & L sand filling under floors or in foundation including watering,ramming and cosolidation complete all as specified and directed.
M & L for glazed chequered cement concrete tiles 20 cm x 20 cm x 22 mm/30 cm x 30 cm x 20 mm, set and jointed with pigments to match the shade of tiles over and including 15 mm thick screed bedding in CM (1:6) including demolition of stone slabs and tiles of any description or thickness in floors, aprons etc complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and removing rubbish off the Premises complete all as specified and as directed.
M & L for non skid ceremic tiles of size 300 x 300 x 10 mm coloured heavy duty laid in floors etc set and jointed in neat cement slurry @ 3 kg /sqm and pointed in white cement mixed with pigment to match the shade of tiles fixed over and including 15 mm thick screed bed in cement mortar (1:6) complete all as specified and directed.
M & L for 7 to 8 mm thick glazed coloured ceremic joint free tiles on vertical surface of size 600 x 300 mm/450 x 300 mm or as required, set over and including 10 mm thick backing coat in CM (1:4) and jointed in neat cement slurry and pointed in white or coloured cement to match shade of tiles complete all as specified and directed.
M & L for 7 to 8 mm thick non skid ceramic digital coloured tiles square or rectangular area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including15 mm thick screed bed in CM (1:6) including dismantling of old tiles and removing from site, complete all as specified and directed.
S & F in repair 15 mm bore GI tubing medium grade with all fittings and fixures to walls and ceilings or laid in floors of any length complete all as specified and directed.
S & F in repair 20 mm bore tubes medium grade galvanized with all fitting and fixures to walls and ceilings or laid in floors of any length complete all as specified and directed.
S & F in repair informatory sign boards (single sides) of size 115 cm x 90 cm made of 4.0 mm thick ACP sheet duly framed with 25mm dia stainless steel frame "304 Gde" with the help of stainless steel nuts/ bolts/ welding with both face of Acraulic sheet to be fully covered by Green dimond grade Micro prismatic 3M Retro Reflective Sheeting matter by overlay with colour film including provision of two post of 50 mm dia stainless steel pipe & hold fast at bottom & PCC (1:2:4) type B-2 using 40 mm graded stone aggregate as in foundation concrete, with necessary earthwork etc complete all as specified and directed.
M & L for vitreous china squatting pan 'Orissa Pattern' size 580 mm x 440 mm white with integral foot rest including connection to trap and to flushing pipe, anti-syphonage pipe, etc. including making good disturbed surfaces of floor complete all as specified and directed.
S & F in repair vitreous china wash down water closet pan (Pedestal Pattern) White including fixing Bolts (excluding Flushing Cistern and Flushing Pipe) with Plastic Water Closet Seat, Black, Closed Pattern with Recessed Bottom and Cover including Mild Steel Chromium Plated Aluminium Hanging Device including Making Good disturbed Surfaces with Cement Mortar (1:3), complete all as specified and directed.
S & F 100 mm bore dia cast iron bends (any radius) with duck's foot rest & oval access doors with cement joint, fixed on walls complete all as specified and directed.
S & F 75 mm bore dia cast iron bends (any radius) with duck's foot rest & oval access doors, with cement joint, fixed on walls complete all as specified and directed.
S & F PVC (SWR) floor trap of 75 mm outlet plain with grating including jointing with solvent cement complete all as specified and directed.
M & L for providing and applying two component cementitious elastomeric water proofing coating in two coats @1.4 kg/sqm to build 1.00 mm thickness as per manufacturers instructions/specifications. The first coat shall be applied @ 0.7 kg/sqm and while 1st coat still green the second coat shall be applied with a suitable and stiff brush @ 0.7 kg/sqm. The treatment shall be carried out both horizontal and vertical surface as per site requirement. Substantially curing to be done by ponding for 48 hours complete all as specified and directed.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for including chaina mozaic, WC etc complete all as specified and directed.
M & L for PCC (1:7:12) with 40 mm graded stone coarse aggregate as in sunken floor compete all as specified and directed.
M & L 32 mm GI tubing medium grade as in spout pipe each 50 cm long, cutting to shape as required, cutting through wall of any thickness, fixing in PCC (1:2:4) type B-0 using 12.5 mm graded stone aggregate and making good the damaged portion by rendering in CM (1:4) and finished the surface to match the existing surface complete all as specified and directed.
S & F in repair 100 mm bore cast iron 'P' or 'S' trap with M seal joint to 100 mm bore cast iron pipe duly fixed in position including closing the wall opening in CM (1:3) complete all as specified and directed.
Dismantling of RCC posts or struts any description, any section including taking out embedded portion in concrete, brick masonary etc and making good to disturbed ground complete all as specified and directed.
S & F mild steel work as in gate, post and struts in fencing including cutting top to shape as drilling holes, notching of wire etc complete all as specified and directed.
Supply only chain link MS galvanised fencing any type and size complete all as complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.
Excavation in post holes each not exceeding 0.50 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25 cm in soft/loose soil complete all as specified and directed.
M & L for 20 to 22 mm thick machine cut pre-polished kota stone slab flooring over and including 15 mm thick screed bed in CM (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
M & L for 20 to 22 mm thick machine cut pre-polished kota stone slab in riser of steps, skirting, dado and pillar laid over and including 10 mm thick cement plaster in CM (1:4) laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
S & F in repair 100 mm bore dia cast iron vent pipes (sand cast) any length with or without ears with cement joint complete all as specified and directed.
S & F in repair 75 mm bore dia cast iron vent pipes (sand cast) any length with or without ears with cement joint complete all as specified and directed.
GOPI CONSTRUSTION CO.
M/S MAA TARA TREATMENT PROJECT
ESKEY COMPANY
stage.html
html • 0.05 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 .