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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.1 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹8.4 L+₹7,365.95 (0.89%)Rejected-Finance | L-2 | Rejected-Finance L-2 |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
18 Nov 2022, 6:00 pmClosed
GE (AF) FARIDABAD
GE (AF) FARIDABAD
REPAIR TO SEWAGE, DRAIN, AND GARBAGE BIN, STORM WATER DRAIN, PERIMETER WALL, HARD STANDING ETC AT BASANT NAGAR, OTHER AREA OF PALAM AND AOR OF GE (AF) FARIDABAD
2022_MES_554217_2
GE (FBD)/AF-44/2022-2023
Open Tender
Civil Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) FARIDABAD
₹20,000
Yes
27 Dec 2022
4 Nov 2022
19 Nov 2022
4 Nov 2022
18 Nov 2022
4 Nov 2022
Amount
Cleaning /removal of blockage 150 mm bore SWG pipes of depth not exc 1.50 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 150 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Cleaning /removal of blockage 300 mm bore SWG pipes of depth exc 1.50 mtr but not exc 3.00 mtr with mechnical process incl removing RCC man hole covers of any size, and refixing the same as before complete all as specified and directed by Engineer-in-Charge.
Cleaning/removal of blockage of floor traps/nahani traps of 75 mm/ 100mm bore in kitchen/bathroom/toilets etc including of PVC/ Stainless trap grating and refixing the same with white cement with pigment to match the surface as before complete all as specified and directed by Engineer-in-Charge. Note : (a) The work shall be carried out/rectified to the complete satisfaction by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for sewage system on day to day complaint basis by user and will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday after rectification failing which penal recovery @ Rs 100.00 per complaint will be recovered from the contractor,s dues. (b) Urgent man power for removal of blockage of any type may be required to be provided by the contractor in day or night (on sunday/Holiday) on as short notice .If the contractor fails to provide manpower for the specific work, penal recovery @ Rs 100.00 per complaint will be recovered from the contractor,s dues. Note :- (i) All necessary T & P /mechanical equipments and manpower shall be provided by contractor on each working day for recetified all complaonts.
Cleaning /removal of blockage of Gully traps of any size and any depth including removing RCC covers and refixing the same as before complete all as specified and directed by Engineer-in-Charge..Note : (a) The work shall be carried out/rectified to the complete satisfaction by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for sewage system on day to day complaint basis by user and will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday after rectification failing which penal recovery @ Rs 100.00 per complaint will be recovered from the contractor,s dues. (b) Urgent man power for removal of blockage of any type may be required to be provided by the contractor in day or night (on sunday/Holiday) on as short notice .If the contractor fails to provide manpower for the specific work, penal recovery @ Rs 100.00 per complaint will be recovered from the contractor,s dues. Note :- (i) All necessary T & P /mechanical equipments and manpower shall be provided by contractor on each working day for recetified all complaonts.
Cleaning /removal of blockage of Orissa pattern WC / EWC, 'P'/'S' traps and make functioned, complete all as specified and directed by Engineer-in-Charge. Note : (a) The work shall be carried out/rectified to the complete satisfaction by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for sewage system on day to day complaint basis by user and will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday after rectification failing which penal recovery @ Rs 100.00 per complaint will be recovered from the contractor,s dues. (b) Urgent man power for removal of blockage of any type may be required to be provided by the contractor in day or night (on sunday/Holiday) on as short notice .If the contractor fails to provide manpower for the specific work, penal recovery @ Rs 100.00 per complaint will be recovered from the contractor,s dues. Note :- (i) All necessary T & P /mechanical equipments and manpower shall be provided by contractor on each working day for recetified all complaonts.
Dewatering/desilting of existing manholes of any size depth and removing of all solid/semi-solid matter of silt residue both organic or inorganic in nature (mechanical system or using suction pump where ever required up to any depth )and incl removing RCC manhole Covers and refixing the same after making the manhole fully functional, complete all as specified and directed by Engineer-in-Charge.
Dewatering/desilting for the septic tank/chamber of any capacity exc1.50 m and n.exc 4.5 m deep solid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed by Engineer-in-Charge. Note for Item : The Septic tank shall be measured more than one time as per requirment and directed by Egnr-in-Charge.
Cleaning/pumping of septic tank /chamber any size of 100 to 150 users solid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed by Engineer-in-Charge. Note for Item : The Septic tank shall be measured more than one time as per requirment and directed by Egnr-in-Charge.
Cleaning/pumping of septic tank /chamber any size of 50 to 100 users solid/semi-solid matter of silt residue both organic or inorganic in nature ( mechanical system or using suction pump where ever required up to any depth by working under foul conditions and disposal of the same in out of MoD area, complete all as specified and directed by Engineer-in-Charge. Note for Item : The Septic tank shall be measured more than one time as per requirment and directed by Egnr-in-Charge.
Excavation in trenches not exc 1.5 m wide and n exc 1.5 mtr in depth for foundation etc shaft, cesspits, manholes etc not exc. 10 sqm on plan and getting out hard /soft/loose soil even in foul position as directed by the Engineer-in-charge, complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches not exc 1.5 m wide and exc 1.5 mtr in depth for foundation etc shaft, cesspits, manholes etc not exc. 10 sqm on plan andgetting out hard /soft/loose soil even in foul position complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, trenches the soil in layers not exc 25 cm thick, watering and well ramming complete all as specified and directed by Engineer-in-Charge.
Removal of surplus soil to a distance not excceding 150 mtr away & depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge.
M&L for salt glazed stoneware pipe grade 'A' drainpipe 150mm bore laid in treches and jointed complete all as specified and directed by Engineer-in-Charge.
All as per item No 15 above but internal dia of pipe 200 mm complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:3:6 type C-2(using 20mm graded crushed stone aggregates) for bed of sewage lines of 150mm dia incl packing under haunching against the sides of pipe after they are laid and tested complete all as per specified in SSR part-I clause 18.68.2 and complete all as specified and directed by Engineer-in-Charge.
All as per item No.17 above but 200 mm dia pipe complete all as specified and directed by Engineer-in-Charge.
M & L for 75 mm thick PCC 1:4:8 type D-2 (using 40 mm agg. ) in sub base of flooring incl demolition complete all as specified and directed by Engineer-in-Charge.
M & L for providing 100 mm thick PCC 1:2:4 Type B-2 (using 20 mm graded stone aggregate) as in flooring incl finishing the cement concrete surface even and smooth with using extra cement complete incl demolition and rubbish off the primises complete all as specified and directed by Engineer-in-Charge.
M & L for 50 mm thick PCC 1:3:6 type C-2 (using 40 mm agg. ) as in plinth protection / path/ any paved area complete all as specified and directed by Engineer-in-Charge.
M&L for Chequered cement concrete tiles with grey pigmement cement and pigmentsmof size 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors including 20 mm thick screed bed in CM 1:4 as bedding layer complete all as specified and directed by Engineer-in-Charge.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment with 20mm thick sand filling incl dismantling and rubbish off the primises complete all as specified and directed by Engineer-in-Charge.
All as per item No 23 above but except paver block shall be reused after necessary cleaning and making good complete all as specified and directed by Engineer-in-Charge.
M&L for providing and laying at or near ground level factory made kerb stone(300x300x150) of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
M&L for reinforced cement concrete type B1 (1:2:4) (using 20mm graded stone aggregate) as in slab supported on wall beams and coloum in floors, roofs, in shelves and the like complete incl necessary form work and demolition complete all as specified and directed by Engineer-in-Charge.
S&F for TMT bars 6 to 8mm dia bars & over, cut to length, bent to shape required incl cranking, bending spirally , hooking ends and binding with MS wire annealed of 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
M&L for RCC 1;2;4 (using 20 mm graded agg) pre-cast cover slab set in CM 1:4 (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles all as specified with one hole at centre and both side ring to carrying complete incl necessary form work complete all as specified and directed by Engineer-in-Charge.
M&L for TMT Bar 10mm dia and over cut to length bend to shape required incl cranking, bending sprilly for hooping colmns hooking ends and binding with and incl MS wire (Anneled) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
S&F in repair precast factory made polycrete (SFRC) heavy duty perforated man hole cover 100 mm thick rectangle in shape upto 1 sqm area for main hole with at least 50 mm bearing each side complete all as specified and directed by Engineer-in-Charge.
S&F in repair precast factory made polycrete (SFRC) medium duty perforated drain cover 100 mm thick rectangle in shape upto 01 sqm area each with hole for drain complete all as specified and directed by Engr-in-charge.
M&L for Brickwork with subclass 'B' bricks (old size bricks), straight or curved on plan exc 6m mean radius, built in CM 1:4 complete for manholes/septic tank/soak well etc/ in sewer works etc incl demolition of brick work any type complete all as specified and directed by Engineer-in-Charge.
All as per item No 32 above but except bricks (Old dismantled bricks shall be reused after necessary cleaning and making good) complete all as specified and directed by Engineer-in-Charge.
M&L for internal dia of pipe in 100 mm Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
M&L for internal dia of pipe in 150 mm Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
M&L for internal dia of pipe in 225 mm Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge.
M&L for brick work with sub class ‘B’ bricks (old size brick) straight or curved on plan to any radius in half bricks thick walls, built in CM 1:4 complete incl demolition of brickwork /stone built in cement mortar etc complete all as specified and directed by Engineer-in-Charge.
M & L for broken bricks hard core of gauge n.exc. 63mm, deposited, spread and leveled in layers n.exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
M&L for Cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in surface channels, manhole and drain complete all as specified and directed by Engineer-in-Charge.
M&L, Rendering 15mm thick in CM 1:4 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl WPC as per user manual at any height etc complete all as specified and directed by Engineer-in-Charge. (WPC will be measured and paid separately).
Supply only liquid WPC complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new plaster surface & apply two coats of cement based paint over a coat alkali primer resistance and complete all as specified and directed by Engineer-in-Charge.
M & L for preparation of old surfaces by removal of existing treatment and apply two coats of cement based paint over a coat alkali primer resistance etc complete all as specified and directed by Engineer-in-Charge.
M&L for rendering 15mm thick in cement mortar 1:4 mixed with WPC to any type/fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note : (WPC shall be measuared seperatly and @ 3% by weight of cement/ 200ML for 50kg cement bags or as per manufacturer's instructions.
Supply only liquid WPC complete all as specified and directed by Engineer-in-Charge.
M & L for preparation of new surfaces of walls and apply three coat of white wash complete all as specified and directed by Engineer-in-Charge.
S&F in repair for GI tubing 15mm bore medium grade medium grde with all fittings and fixed complete to wall and ceiling or laid in floors etc incl cutting chases in brick wall pinning in making good to facings where required incl taking down complete all as specified and directed by Engineer-in-Charge.
S & F in repair for viterous china squating pan of (Orrissa Pattern) size 580 mm white with 'P' or 'S' trap front or back inlet and integral foot rest (incl flush pipe) fixed in repair incl lime concrete bedding as required set complete all as specified and directed by Engineer-in-Charge.
S & F in repair for viterous china wash down water closet pan (pedestal pattern) coloured including 'P' or 'S' trap with flush pipe of chromium plated brass 32 mm dia for low level flushing cistern incl plastic seat cover closed pattern with float bottom and cover and jet connection chrominum plate or device fixed in repairs complete all as specified and directed by Engineer-in-Charge.
S&F in repair 10 ltr capacity low levels flushing cistern with PVC bend and PVC flush down pipe etc complete all as specified and directed by Engineer-in-Charge.
M&L for non skid ceramic tiles 7 to 8 mm thick any coloured/printed (square/rectangular ) area of each tile exc 0.06 Sqm but not exc 0.18 Sqm as in floor of shade & designed as approved by GE,set and jointed in neat cement slurry and pointed with white cement with colour pigment to match the colour of tiles, over 15 mm thick screed bed in cement mortar (1:4) in floors, incl dismantling / demolition and rubbish off the primises etc complete all as specified and directed by Engineer-in-Charge.
M&L for glazed ceramic coloured/printed/dark tiles size 300x200x7 mm thick on vertical surface in skirting /dado ,set and jointed in neat cement slurry and pointed with white cement with pigment to match the colour of tiles, 10 mm thick rendering on fair faces of concrete surface of verticle in CM (1:3) and shade/ design as approved by EIC/GE, incl dismantling and rubbish off the primises etc complete all as specified and directed by Engineer-in-Charge.
S & F in repair Bib tap CP fancy type/long body 15 mm bore with will crutch or buttewrfly handle screwed down screwed to iron pipe complete with all fittings complete all as specified and directed by Engineer-in-Charge.
S & F in repair Angle/conclead/ stop cock CP fancy type 15 mm bore screwed down high pressure with crutch or butterfly handle & screw both end for iron pipe or for Unions complete all as specified and directed by Engineer-in-Charge.
S&F in repair for PVC connections 60cm long superior quality with PTMT nut on both side complete all as specified and directed by Engineer-in-Charge.
S&F in repair for PVC connections 45cm long superior quality with PTMT nut on both side complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, laid in trenches or in floors incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints,laid in trenches or in floors etc complete incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 75mm bore Cast iron soil, waste and vent pipes, in any length with or without ears, with cement joints, fixed to walls etc complete incl taking down old pipe complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specifed and dirtected.
S&F in repair 75mm bore CI bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 100mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 75mm branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches/ Tee etc complete all as specified and directed by Engineer-in-Charge.
S& F in repair for 75 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.
S& F in repair for 100 Cast Iron Cowl complete all as specified and directed by Engineer-in-Charge.
S&F for repair CI inspection eye plates/cover of size up to 100 mm dia as in repairs of any location including gasket and nuts etc complete all as specified and directed by Engineer-in-Charge.
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 complete all as specified and directed by Engineer-in-Charge.
M&L for 100mm of internal dia of pipe, making good to walling and rendering, cutting out branch channel, and making good benchings as required complete all as specified and directed by Engineer-in-Charge.
Dismantling wrought Iron or mild steel work of any description not otherwise provided for wind tie complete all as specified and directed by Engineer-in-Charge.
S & F for mild steel framed work as in grill, guard bars etc with ends of bars/FI shoulders and or riveted or forged in to spikes, framed guard bar and similar works confirming to Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel or iron surfaces of any description not otherwise described over 10 cm girth or width and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.
M & L for one coat of synthetic enamel paint on steel surface including preparation of old steel surface width or girth exc 10cm complete all as specified and directed by Engineer-in-Charge.
S&F for repair for 110mm bore PVC pipes single socketed Pressure rating @4Kg/Sq cm length "medium grade " with rubber ring joint, fixed to walls/under floor with dash ture nut and bolt at every 2 mtrs length complete, incl pipe under floor will be covered in PCC 1:3:6, incl taking up/down old pipe with all fittings complete all as specified and directed by Engineer-in-Charge.
All as per item No 74 above but laid in trench or in floor complete all as specified and directed by Engineer-in-Charge.
S&F in repair for 110mm bore PVC Gully Trap setting / jointed with solvent cement complete all as specified and directed by Engineer-in-Charge. .
S&F in repair for 110mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) 110mm vent cowl complete all as specified and directed by Engineer-in-Charge.
Add to item No 70 if provided with acess door complete all as specified.
S&F PVC (SWR) junction single, (single T) equal or unequal of 110mm dia complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) pipes, 75 mm external dia double socketed in any length with rubber joints, fixed to walls/under floor with PVC brackets/clips including pipe under floor will be coverd in PCC 1:3:6 complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) bends suitable for 75 mm external dia complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) junction single, (single T) equal or unequal of 75mm dia complete all as specified and directed by Engineer-in-Charge.
All as per item No 82 if provided with acess door complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) 75mm vent cowl complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) floor trap 75mm , with grating incl jointing to waste pipe fixed in cement concrete type B1 (1:2:4) complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR) reducer 100 mm, complete all as specified and directed by Engineer-in-Charge.
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