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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.1 LAccepted-AOC WZ143 A 7 A S 4 43 GALI NO 2 OLD MAHABIR NAGAR NEW DELHI 110018 | NEW DELHI | NEW DELHI | DELHI | 110018 | L1 | Accepted-AOC QUOTED AMOUNT IS REASONABLE | |
| 2 | L2₹65.5 L+₹1.3 L (2.01%)Rejected-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹67.8 L+₹3.7 L (5.71%)Rejected-Finance PLOT NO 79 SIS PARK DICHAON ENCLAVE PP2914 NAJAFGARH SOUTH WEST DELHI NEW DELHI 110043 | WEST DELHI | DELHI | 110043 | L3 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹80 L
EMD Value
₹1.4 L
Closing Date
8 Apr 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE DELHI CANTT
HQ CWE DELHI CANTT 110010
REPAIR AND MAINT AND CLEANING OF SEWAGE LINE AND MANHOLES AND MISC B AND R WORKS OF OLD AND NEW APS COLONY SIGNAL ENCLAVE AND OTHER ADJOINING AREA OF AGE B AND R II UNDER GE CENTRAL DELHI CANTT
2025_MES_700169_1
CWE/D-77/2024-25
Open Tender
Civil Works
Item Rate
180 days
DELHI CANTT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
GE CENTRAL DELHI CANTT
₹1.4 L
2 Jul 2025
4 Mar 2025
10 Apr 2025
4 Mar 2025
8 Apr 2025
25 Mar 2025
Amount
Cleaning of EWC's, IWC's, bottle traps, Nahani traps, gully traps and floor traps etc and CI/ PVC pipes all types top to bottom including junctions etc, cleaning of sewage line upto GT in the area of Old/New APS, Signal enclave and adjoining area (Md accn and all types of Accn) complete all as specified by Engineer-in-Charge
Cleaning of GT's in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn)complete all as specified by Engineer-in-Charge
Cleaning of manhole depth of upto 1.8 m in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) and taking out sludge and depositing them to notified area by Municipal corp of delhi for dumping or out side Defence land complete all as specified by Engineer-in-Charge
Cleaning of Manhole depth exc 1.8 m in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) including removal of all waste etc obtained during cleaning of sewage line within 500 m range complete all as specified by Engineer-in-Charge
Cleaning of Sewage line from GT to Ist Manhole in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) including removal of all waste etc obtained during cleaning of sewage line within 500 m range complete all as specified by Engineer-in-Charge
Cleaning of sewage line n.exc 10 m in length iin the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) including removal of all waste etc obtained during cleaning of sewage line within 500 m range complete all as specified by Engineer-in-Charge
Cleaning of Sewage line 0.00mtr to 20.00 m in length in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) including removal of all waste etc obtained during cleaning of sewage line within 500 m range complete all as specified by Engineer-in-Charge . (Note :- This item will be measured if length exceed from 10.00mtr.)
Cleaning of Sewage line exc 20.00 mtr but not exc 30.00mtr in length in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) including removal of all waste etc obtained during cleaning of sewage line within 500 m range complete all as directed and as specified. Note :- This item will be measured if length exceed from 20.00mtr.)
Cleaning of Sewage line 0.00mtr to 50.00mtr and exceeding in length in the area of Old/New APS, Signal enclave, Sanjay Vihar and adjoining area as (Md accn and all types of Accn) including removal of all waste etc obtained during cleaning of sewage line within 500 m range complete all as specified by Engineer-in-Charge (Note :- This item will be measured if length exceed from 30.00mtr.)
Excavation in trenches n.exc. 1.5m wide and n.exc 1.5 m in depth for foundation for laying /taking down sewage / water supply lines , forming bottom surfaces to required slope & gradient and n.exc 10sqm on plan and n 'exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
Excavation in trenches n.exc. 1.5m wide and exc 1.5 m & n exc 3m in depth for foundation for laying /taking down sewage / water supply lines , forming bottom surfaces to required slope & gradient and n.exc 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed.
Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),150 mm dia pipe of any description and in any position set and jointed in cement mortar complete all as specified and directed by Engr-in-Charge
Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),200 mm dia pipe of any description and in any position set and jointed in cement mortar complete all as specified and directed by Engr-in-Charge
Demolition and breaking up drain pipes (glazed stone ware, AC or reinforced concrete),300 mm dia pipe of any description and in any position set and jointed in cement mortar complete all as specified and directed by Engr-in-Charge
S&F DWCPE(SN8) 150mm dia (Internal Dia) pipes,snap fit coupler and rubber ring incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
S&F DWCPE(SN8) 200mm dia (Internal Dia) pipes,snap fit coupler and rubber ring incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
S&F DWCPE(SN8) 300mm dia (Internal Dia) pipes,snap fit coupler and rubber ring incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
Demolition of brick work built in cement mortar incl all quoins, arches, pillars etc complete all as specified and as directed.
M&L Burnt bricks work with whole kiln burnt well burnt old size bricks built in CM 1:4 in walls straight on plan/ exceeding 6 mtrs mean radius complete.
All as per above item no 15 before but except bricks
M&L for rendering 15mm thick in cement mortar (1:4) on concrete/ fair surfaces of block masonry, finished even and smooth without using extra cement with and including mixing water proofing compound as per manufacturers instructions complete all as specified and as directed by Engr-in-Charge. Water proofing compound shall be measured and paid for separately under appropriate item of Sch "A' as supply only on requirement basis.
M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in coping exposed surfaces finished even and smooth using extra cement including necessary form work complete all as specified and directed by Engr-in-Charge.
Demolition of RCC manholes covers of any description and in any position including removal of debrish at site complete all as directed by Engr-in-Charge
S & F for precast plastic fibre reinforced cement concrete Manhole cover including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mm & 75 mm thick complete all as specified and as directed.
S & F for precast plastic fibre reinforced cement concrete Manhole covers with frame medium duty of overall size 450mmx450mm & 50mm thick factory made (make-polycrete) all as specified and directed by Engr-in-Charge.
Returning ,filling in including spreading levelling watering and well ramming in layers not exc 25cm thick in soil in any depth complete all as specified and directed by Engr-in-Charge
Removing excavated soil/ materials to a distance not exc 50 mtr and depositing where directed at a level not exceeding 1.50 m above the starting point complete all as directed by Engr-in-Charge
M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation of manholes, mass concrete etc. complete all as directed by Engr-in-Charge
M & L 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-1) smooth finished, and reforming benching as required for 150 mm dia of pipe
M & L 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-1) smooth finished, and reforming benching as required for 225 mm dia of pipe
Supply only water proofing compound all as specified and directed.
Mechanically used high pressure Super Sucker Machine capable of Air lifting of dense sludge like muds, slurry, small stones, debries, grits etc from sewer lines/Manholes thorough vaccum mode and capable of Jetting sewer lines of any dia. The machine shall be used by the contractor as per direction of Engineer-in-Charge as on required basis. Job shall be completed to the entire satisfaction of GE..( For ,Sanjay vihar ,Old / New APS Signal encalve and adjoining area ) Note: Rates quoted cleaned for 08 hrs of super sucker machine. Any work carried out throughout 08 hrs shall be measured as on Job.
M&L for cutting roads to a depth of 450mm thick (Max)and making good the existing premixed surace incl supply of extra quantities of materials i.e. aggregate, moorum, screening materials,red bajri and the top layer shall be laid with 25mm thick readymade premix bituminous carpet by using brand of M/s CATs of Make INSTANT PATCH ( Instant Road Patch Repairing Premix) or equivilant laid as per the manufacturers instructions all as specified and directed. Note : The Instant Road Patch Repairing Premix shall be measured and paid separately by supply only item.
Supply only Instant Patch Pothole Premix of 25.00Kg/Bag all as specified and directed.
S & F in repairs 100 mm dia cast iron (spun pipe) soil, waste and vent pipes in any length with or without ears, with cement joints, fixed in walls/floors/trenches etc complete all as specified by Engineer-in-Charge Note : For pipes fixed on walls to be suitably clamped using stack clamps to maintain 10 to 15 cm distance from the wall (rates inclusive in this item) of appropriate size @ 2 m apart for height of pipe) and all the necessary scaffolding, padding, trestles required for carrying out work should be borne by the contractor in this item only and nothing extra should be paid to contractor for height of building upto G+5
S & F in repairs 75 mm dia cast iron (spun pipe) soil, waste and vent pipes in any length with or without ears, with cement joints, fixed in walls/floors/trenches etc complete all as specified by Engineer-in-Charge Note : For pipes fixed on walls to be suitably clamped using stack clamps to maintain 10 to 15 cm distance from the wall (rates inclusive in this item) of appropriate size @ 2 m apart for height of pipe) and all the necessary scaffolding, padding, trestles required for carrying out work should be borne by the contractor in this item only and nothing extra should be paid to contractor for height of building upto G+5
S & F in repairs Cast iron Bends of 100mm dia (any radius), diminishing pieces or tapers (larger bore measured) etc complete all as specified by Engineer-in-Charge Note :- All the necessary scaffolding, padding, trestles required for carrying out work should be borne by the contractor in this item only and nothing extra should be paid to contractor for height of building upto G+5
S & F in repairs cast iron Bends of 75mm dia (any radius), diminishing pieces or tapers (larger bore measured) etc complete all as specified by Engineer-in-Charge Note :- All the necessary scaffolding, padding, trestles required for carrying out work should be borne by the contractor in this item only and nothing extra should be paid to contractor for height of building upto G+5
S&F for 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
S&F for 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.
S&F in repair of PVC (SWR) bends any radius of 110mm bore complete all as specified
S&F in repair of PVC (SWR) bends any radius of 75mm bore complete all as specified
Demolition of cement concrete in ground floors and paving n exc 15cm thickness (below or above GL)
M&L for 50mm thick PCC type C2 1:3:6 using (40mm graded aggregate) as a leaveling course Complete all as specified and as directed.
Material and labour Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all as specified and directed.
M&L sand filling under floors or in foundation including watering and consolidation
M&L for Factory made cement concrete prepolished rouber moulded coloured chequered tiles 300x300 x20 to 25 mm thick complete all as specified & directed.
Screed bed or bedding layer of mortar 20mm thick for laying floor finishes in CM 1:6
Material and labour 9 to10mm thick Endura super grip series 2 coloured tiles , in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match. (Make-Johnson, orient, nitco,)
Screed bed or bedding layer of mortar 15mm thick for laying floor finishes in CM 1:6
Material and labour Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed.
M&L PCC type C-1 (1:3:6) as in surface channel and drain Complete all as specified and directed
M & L Providing and laying at or near ground level factory made kerb stone 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 complet complete all as specified and directed
M&L for PCC 1:2:4 type B 0 (using 12.5 mm graded stone aggregate) as in coping haunching benching finished even and smooth using extra cement including necessary form work complete all as specified and directed by Engr-in-Charge.
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.
Taking down cement plaster of any description and in any position of brick or stone wall/concrete surfaces on walls ,ceiling etc including raking out joints ,hacking for key scrubbing down with water etc & prepared to receive new plaster complete all as specified and directed
M&L rendering 15 mm thick in CM 1:4 on brick/concrete wall surfaces of any description, and finishing the surfaces even and fair without using extra cement complete all as specified and directed .
M&L for preparation of newly plastered surfaces of walls & applying 2 coat of cement base paint over a coat of alkali resistant primer complete all as specified and directed.
M&L for preparation of newly plastered surfaces of walls and providing and applying putty of 1 mm thickness over plastered surface to prepare the surface even and smooth and finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified as directed by Engr-in-charge.
M&L for preparation of old decorated plastered surfaces of walls, complete removal of existing treatment by rubbing , brooming down, washing with water etc and providing and applying plaster of Paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth and finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified as directed by Engr-in-charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed
S & F in repair Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified
S&F in repairs pre painted galvalume aluminum ZINC coating GI base corrugated steel 0.5mm thick of any colour having tensile strength of 550 MPA as in roof covering/cladding to wall fixed with self tapping screw with minimum 150mm end lap and one corrugation side lap including dismantling the existing any type of sheets complete all as specified and directed.
S&F Pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in ridge / roof covering/ cladding to wall, fixed with self tapping screws as specified all as specified and as directed.
S & F in repair 2mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc
M&L preparation of new steel and iron surfaces of any description over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of redoxide primer, complete all as specified.
Dismantling post or struts (wood , steel or RCC) of any section any description and in any position including taking out embedded portion in natural ground and making good the disturbed surfaces to match with existing surfaces complete all as specified and directed
Dismantling post or struts (wood , steel or RCC) of any section any description and in any position including taking out embedded portion in concrete, brick work, masonry etc and making good the disturbed surfaces to match with existing surfaces complete all as specified and directed
Dismantling chain link fencing of any type fixed in any situation including flat iron MS round bars, mounted on nuts & bolts etc complete all as specified.
S&F in repair galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts including, securing and tying at crossings with and provisions of galvanised mild steel wire staples or steel pins etc as directed (each line wire to be measured) complete all specified and directed.
Fixing Only the barbed wire of any position retrieved in serviceable Condition including taking Down the Barbed Wire from any position all as specified and directed
Restraining & resecuring including making good staples etc barbed wire fencing of any description and in position complete
Excavating in post holes (or similar holes) each not exceeding 0.50 cu m, 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.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire
Supply only Chain link MS galvanisd fencing, any size or type
M&L for mild steel works as in angle iron posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including al necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
Supply of Fe 410-W Gde -E- 250 quality (A) Mild steel in flat, round or square bars, in available lengths.
S&F Mild steel screw sbolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed ene to be fitted with washers and one hexagonal or square nut, exc 5cm long but n.exc 10cm long and dia of neck 11mm to 15mm complete all as specified and directed.
M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
Surfaces of any description, n.exc 10cm in width or girth when unconnected with other painting or when painted in a different tint
M & L for providing precast reinforced cement concrete jallies 40 mm thick including all mouldings type B-0 1:2:4(12.5mm graded stone aggreagte) set in cement mortar 1:4, complete all as specified.
Providing precast cement concrete type B-1 (1:2:4) in window or door cills, lintels,bressumers, steps,quoin blocks (foruse with ma sonry), stringcourses, copings.kneelers, apexstones, pier caps,columns, posts,boundary pillars,bed plates, pintleblocks, ancho-rageblocks, bonders(for stone walling).corbels, brackets,etc. (of any sectionindicated), with plain fair faces,including cham fers, weatherings,throat- ing etc. and setting in mortar 1:4 complete with joints to match
S&F in repair Providing Factory Made 20mm thick 100% Solid WPC (Wood polymer Composite) JALI of required size comprising of virgin PVC resin of K Value 58-60 ( Suspension Grade ), Calcium Carbonate and natural fibers (Wood Powders/ rice husk/ wheat husk ) and Non toxic additives, made from Extrusion process WPC foam sheet Single Extruded ( Inner ) with having minimum density not less than 650 kg/cbm having good screw holding capacity (Screw Withdrawal strength of 2000 N (Face) & 1100 N ( Edge ), Minimum Compissive of 50 N/mm2 , Modulus of elasticity 850N/mm2 and resistance of spread of flame of Class A category with Property of being Termite/ Borer Free. Water/ Moisture Proof and Fire Retardant. WPC Jali to be fixed with stainless Steel butt hinges (if required) of required size with necessary full body threaded star headed counter sunk SS Screws. All as per direction of Engineer -In-Charge, Material test certificate and authentication should be compulsory provided by the manufacturing company: For Interiors / Kitchen shutters / Balcony & Internal Doors and Partitions. Note: - Contractor will provide MTC.
Providing and fixing in repair 6mm thick Suede Finish Greenlam, or equivalent exterior grade Clad (High Pressure Laminates) made up of 1300mm x 3050mm in size and conforming to EN 438-6:2016 standard, EDF Grade. Exterior CLAD HPL should be made under high pressure, using thermosetting Phenolic resin treated kraft layers, Amino plastic resin treated Exclusive & UV conforming Exterior Grade Decorative paper on both sides and UV protection layer above the décor papers on both sides. Clad should be resistant to wet conditions and meets permissible increase on mass, have density >1.35 gm /cm3, UV resistance of a minimum of 4 on a grey scale rating after 1500 hours, Resistance to artificial weathering including light fastness of a minimum rating of 4 (after 650 MJ/m2 radiant exposure). The product must conform to European Fire-Retardant norms of Bs1d0 when classified in accordance with EN 13501-1. The Fire-Retardant Additive must be Halogen free to protect the environment. HPL must be a green product conforming to GRIHA, GreenPro and Green Guard Gold certification and meet Anti-bacterial and Anti-termite property under JIS Z2801 (The manufacturer should provide 12 years warranty on manufacturing related defects). Finish and colour of compact laminates should be finalized under direction of Engineer –in-charge.Clad should be installed on Aluminium tubular substructure in the size of 50mm x 25/50mm or as per site requirement fixed at a maximum centre-to-centre distance of 400mm to 600mm with the help of 5mm dia colour matching rivets with sliding holes and fixed holes on the HPL. The aluminium tubular substructure should be fixed on wall with the help of dead load bearing brackets and wind load bracket by 10mm fastener. Wind load bracket will have vertical slot & dead load bracket will have in horizontal slot & maintain 6mm both horizontal and vertical gap between two installed clad panels. Shade/design of clad should be finalized under direction of Engineer –in-charge.
J S CONSTRUCTION CO (BID ID -3278454)
M/S Parmod Johar (BID ID -3275068)
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