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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₹13.0 LAccepted-AOC HOUSE NO 3363 SECTOR 27 D CHANDIGARH | NA | NA | 160001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹13.4 L+₹19,454 (1.48%)Rejected-AOC 2076 2077 CHIRIMAR MOHALLA AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L2 | Rejected-AOC Other Than Lowest Bidder | |
| 3 | L3₹14.8 L+₹1.6 L (12.0%)Rejected-AOC | L3 | Rejected-AOC Other Than Lowest Bidder | |
| 4 | L4₹15.1 L+₹1.9 L (14.5%)Rejected-AOC 411 STREET NO 4 PANCHVATI NAGAR BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | L4 | Rejected-AOC Other Than Lowest Bidder |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
5 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE CHANDIGARH
GE CHANDIGARH N Area Pin-160003
MAINT AND REPAIR TO SEWAGE DISPOSAL SYSTEM IN HALLOMAJRA UNDER GE CHANDIGARH
2025_MES_703132_1
GE/CHD-95/2024-25
Open Tender
Civil Works
Item Rate
270 days
CHANDIGARH
Class E category a(ii) for contractor enlisted in MES
7 documents required · 7 mandatory
₹500
GE CHANDIGARH
₹30,000
Yes
2 Jul 2025
29 Mar 2025
7 May 2025
29 Mar 2025
5 May 2025
23 Apr 2025
29 Mar 2025 - 10 Apr 2025
Amount
Cleaning / blockage of 'S' trap/'P' trap/WC's (Orissa Pattern/ European/Indian Type) /WHB / Urinal /floor trap /Gully trap,nahani trap in running/flowing order without disturbance by removal of blockage of any type by deploying sufficient Nos of Safaiwalas and making fully functional at any location and at any floor in the area covered by military station Hallomajra including all the T&P reuired for the purpose complete all as specified and directed by Engineer-in -Charge.
Cleaning of blockage sewage pipe line any bore/any type in running/flowing order without disturbance by removal of blockage of any type incl all T&P required by deploying sufficient Nos of Safaiwala and making fully functional at any location and at any floor in the area covered by military station Hallomajra incl all the T&P reuired for the purpose complete all as specified and directed by Engineer-in -Charge Note:-Note for Ser No 1 & 2: (a) The quantity of unclogging chemical as required will be measured and paid for seperately. (b) The contractor will provide suffiecient Safaiwalas per day for 08 Hrs to attend the above complaints for complete tenure of contract. The quoted rates of the contractor deemed to include the cost of aforesaid manpower. (c) All the safaiwalas employed by contractor shall attend the MES complaint cell of AGE B/R Army at military station Hallomajra at 08:30 Hrs to collect the complaints from the concerned JE and submit the minor complaints duly signed by the occupant at 1630 Hrs same day and major complaints within the 24 Hrs of working day in the complaint cell. It will be responsibility of contractor to ensure their attendance & completion of complaints. If complaints not cleared by in specific time an penalty of Rs 500/- will be recover from the contractor per complaint. The contractor will ensure the cleaning/clearing of all the complaints (irrespective of Nos) within time by deploying addl workers if needed. Nothing extra will be paid on this account. (d) The contractor shall be solely responsible for supplying all the safety equipments and observing safety rules required by the safaiwalas during working Hrs as per Govt policies in vogue and as amended time to time. (e) All the waste material / sludge shall be disposed off outside MD land.
Dewatering/Desludging of Septic tank/Soakage well of any size and depth , desilting and removing sludge from Septic tank/Soakage well of capacity for 20 users as in foul condition removing the sludge beyond MD land and deposited in borrow pits including excavation of barrow pits and covered with 10cm thick layers of soil complete all as specified and directed by Engr-in-Charge. Note :- Dewatering /desludging shall be done by suction pump / any mechanical means and disposal by truck mounted trailors ton disposal off sludge etc beyound MOD land earmaked by local Muncipal Corporation.
All as per item no. 3 above but for capacity 50 Users
All as per item no. 3 above but for capacity 100 Users
All as per item no. 3 above but for capacity 200 Users
All as per item no. 3 above but for capacity 500 Users
Dewatering/Desluding of manholes (any size and depth), desilting and removing sludge from manholes as in foul conditons and removing of sludge beyond MoD land and deposited in borrow pits including excavation of borrow pits and covered with 10cm thick layers of soil complete all as specified and directed. Note :- Dewatering /desludging shall be done by truck mounted trailors to dispose off sludge etc beyond MOD land marked by local Muncipal Corporation.
De-silting of existing storm water drains of any size and taking out all debris, garbage or any solid/ foreign materials from inside the drain including removal of shrubs, bushes, vegetations, etc. along both sides of the drain complete including removing the debris to a distance not exceeding 50m complete all as specified and as directed.
Taking down Cement plaster or cement lime plaster on brick or stone walls including raking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.
Demolition of Cement concrete unreinforced as in Concrete of any description and in any position not otherwise specifically provided for complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.
Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.
Demolition and taking down eaves gutter and AC/PVC/CI rain water pipe any size or pattern incl all fittings, heads, shoes, bends,Swan necks, etc including cleaning or refixing or removing to store (measured overall as fixed along centre line over fittings and accessories) complete ,all as specified and as directed by Engineer-in-Charge.
Taking up or down steel tubing and connections of 15mm bore in pipe, including cleaning for re-fixing or removal from site to store complete all as specified and directed by Engineer-in-Charge.
Taking up or down steel tubing and connections of 20mm bore in pipe, including cleaning for re-fixing or removal from site to store complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work or stone/boulder masonary built in cement mortar incl all quions arches, pillar or any other descrption etc complete all as specified and directed by Engineer-in-Charge.
Excavation in trenches in any type of soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified
All as per item No 19 but exc. 1.5m and n. exc. 3.00m in depth.
Plain cement concrete (1:4:8) type D-2,using 75 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge.
Precast cement concrete 1:2:4 type B-1 using 20mm graded mechanically crushed stone aggregate as in cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and the like and jointed all as specified in CM 1:6. including demolition of old manhole covers complete all as specified and as directed. Note:- (i) The quoted rates shall deemed to include for providing two handles of MS round bars 12mm dia (ii) Reinforcement shall be measured & paid separately.
Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed with and including using necessary use and waste of formwork complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete 1:2:4 type B-2 using 20mm graded crushed stone aggregate as in surface channel/drains inside the manholes and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete (1:7:12) type D-2,using 40 mm graded stone aggregate as in sunken floor etc complete all as specified and directed by Engineer-in-Charge.
25 mm thick Cement concrete (1:2:4) type B-0,using 12.5 mm graded mechanically crushed stone aggregate as in floor and pavings etc. or any other situation complete all as specified and directed by Engineer-in-Charge.
75 mm thick, cement concrete type C-1, 1:3:6 using 20 mm graded stone aggregate, finished even & smooth without using extra cement, as in plinth protection, complete all as specified.Plinth protection shall be laid in 1:20 slope and joint filling sealed with bituminous sealing compound grade "A" .
Plain cement concrete (1:4:8) type D-2,using 75 mm graded stone aggregate as in sub base complete all as specified and directed by Engineer-in-Charge.
110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches complete all as specified and as directed.
M&L for 150mm RCC pipes class NP-2 conforming to IS laid in trenches and jointed in cement mortar 1:3 complete with collar inclding demolition and breaking up PCC and SGSW/RCC drain pipes of 150mm dia size jointed in cement mortar and taking out of trenches.
All as per item No 30 above but size 200mm dia.
M&L PCC 1:4:8 type D-2 (40mm graded aggregate) bed to drain pipes including packing under & haunching against the side of pipe after they are laid and tested in 110mm dia of PVC pipe complete all as specified.
M&L PCC 1:4:8 type D-2 (40mm graded aggregate) bed to drain pipes including packing under & haunching & benching against the side of pipe after they are laid and tested in 150mm dia of RCC pipes complete all as specified.
M&L PCC 1:4:8 type D-2 (40mm graded aggregate) bed to drain pipes including packing under & haunching & benching against the side of pipe after they are laid and tested in 200mm dia of pipe
Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.
Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:6 EXCEPT BRICKS complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick in cement mortar 1:4, on brick or concrete surfaces in two layers mixed with water proofing compound on top layer, trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.
Rendering 15 mm thick in cement mortar 1:3, on brick or concrete surfaces in two layers mixed with water proofing compound on top layer, trowelled to even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. NOTE: Water proofing compound shall be measured and paid separately.
Supply only liquid water proofing comound ISI Marked complete all as specified and directed.
Water proofing of the sunken portion using a flexible two part acrylic polymer modified comentious liquid appying water proofing coating which include the substrate preparation by mechnical mean in odere to clean the area from dust/loose particle, contamination etc. Repairing surface irrugularties damaged concrete surface crack, bugs holes or potholes in base slab, if any with an acyclic polymer, latex SBR or eqivalent modified mortor. These sustrate shall then be primed using high pressure water jet or other method, properly prewetted to SSD condition before coating post substrate repair a primer coat shall be laid using a synthetic rubber emulsion based cememtious coating system, using brush or roller. Once primer as applied, two coat of flexible two part acrylic polymer ,odified cememtious liquid applied water proofing coating shall be made including fibre mesh with a consumption rate 2Kg/Sqm for two coats, which must meet the technical specification as under :- Tensile strength > 1.5mm N/mm2 as per ASTM D412-92. Elongation of break > 105% as per astm d412-92. Hardness shore A> 40ASTM D2240:91 Note :- 200 micron thick polythene film pasted with the help of adhesives shall be provided over treatment.
TMT steel bars 10mm dia and over, of grade Fe-500D 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 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
All as per item No. 41 above but 6 to 8mm dia.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge.
Removing of surplus soil/ excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete, all as specified and directed by Engineer-in-Charge.
Preparation of new plastered surfaces of wall and applying two coats of cement base paint on walls over and including a coat of primer including preparation of surface complete all as specified and directed.
Supplying and fixing in repairs Vitreous China squatting pan of “Orissa Pattern” of size 580x440mm white with integral footrest complete all as specified and directed by Engineer-in-Charge. Note : The quoted rate shall include provision of "P" Cast Iron trap.
Supplying and fixing in repairs Vitreous China Wash down water closet (Pedestal pattern), complete white with integral footrest complete all as specified and directed by Engineer-in-Charge. Note : The quoted rate shall include provision of "P" Cast Iron trap.
S&F in reapir Cast iron 'P' or 'S' trap, ISI marked, suitable for 100 mm bore CI spun pipes complete all as specified.
Supplying and fixing in repairs vitreous china wash hand basin white with pedestal ,flat back of size 550x440mm including galvanised iron brackets , chromium plated waste coupling, waste pipe etc., (incl all waste fittings) complete all as specified and directed by Engineer-in-Charge.
CPVC(SDR-11) of outer dia 16 mm with and including CPVC SDR-11 fittings on walls and ceilings or laying in floors incl all connected fittings , Brass Tee ,Brass elbow FTA/FBTA, MTA/MBTA (elbow, socket, reducers etc.), complete all as specified and directed by Engineer-in-Charge.
CPVC(SDR-11) of outer dia 20 mm with and including CPVC SDR-11 fittings on walls and ceilings or laying in floors incl all connected fittings , Brass Tee ,Brass elbow FTA/FBTA, MTA/MBTA (elbow, socket, reducers etc.), complete all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type Pillar taps, cast copper alloy, with capstan heads,chromium plated,screwed down high pressure, with or without lettered 'Hot' or 'Cold' with long screwed shanks and fly-nuts, screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs 15 mm fancy type chromium plated fancy type bib tap brass long body with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs fancy type stop valves/Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated with long shank and cup complete all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs fancy type stop valves/Angle valve, cast copper alloy, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated with long shank and cup (concealed type) complete all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs fancy type stop valves/Angle valve, cast copper alloy, chromium plated screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions, all as specified, of 15mm bore, fancy type, chromium plated with long shank and cup complete all as specified and directed by Engineer-in-Charge
Supply and fixing in repair Waste coupling of PTMT (half or full threaded) suitable for 32 mm dia discharge pipe (Minimum weight 45gms) complete ,all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs waste pipe 32 mm dia,800 mm long flexible for Sink and WHB complete all as specified and directed by Engineer-in-Charge.
S&F Swivel shower of CP with shower arm 15mm size,125 mm long with bend of 45 degree with flange of CP any colour for fixing with 15mm pipe (Minimum weight 40 gm) in repair, complete all as specified.
Health faucet chromium plated suitable for 15 mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and directed by Engineer in Charge.
10 ltr capacity PVC valveless, syphonic action dual flush type flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets, 32 mm dia flush pipe complete all as specified and directed by Engineer-in-Charge.
PVC connections 15mm size with PTMT nuts of length 600 mm fixed in repair complete all as specified and directed by Engineer-in-Charge.
PVC (SWR) floor trap, plain with grating including jointing with solvent cement 75 mm bore fixed in repair including jointing to waste pipe in cement concrete type B-1 (1:2:4) complete all as specified and directed by Engineer in Charge.
Supply and fixed in repair toilet paper holder of vitreous china fixed to walls with chromium plated (CP) brass screws complete all as specified and directed by Engineer-in-Charge.
Supplying and fixing in repairs 15 mm bore 2 way fancy type chromium plated fancy type bib tap brass long body with flange screwed down high pressure CP cast copper alloy with crutch or butterfly handles screwed down suitable for 15mm bore pipe or union complete all as specified and directed by Engineer-in-Charge.
First quality Non - skid coloured Ceramic tiles 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors etc. set and jointed in neat cement mortar over and inculding 15 mm thick screed in cement mortar (1:6) and pointed in white or coloured cement to match the tiles complete all as specified and directed by Engineer-in-Charge.
Glazed ceramic coloured tiles 450 x 300 x 7mm thick on vertical surface such as skirting , dado etc. over and including 10 mm thick rendering in CM 1:4 thick set and jointed in neat cement mortar and pointed in white or colour cement to match tiles complete all as specified and directed by Engineer-in-Charge.
Granite 18-20 mm thick, (table rubbed and polished) in single piece (in one direction) machine cut, machine polished, bedded and jointed with adhesive suitable for granite/stone & pointed with grout of matching shade including necessary cutting over & including 10 mm thick (average thickness) cement mortar (1:3) screed, as in cooking platform, shelves, RCC counters, window cills & similar situations, complete all as specified and directed by Engineer-in-Charge.
Supply & fix in repairs coloured Plastic seat cover closed pattern with flat bottom and cover with MS CP or aluminized hinging device complete all as specified.
Rubber coated Chequered cement concrete tiles 30mmx30mmx25mm thick with grey cement and pigment, over and including 15 mm thick screed in Cement mortar 1:6 set jointed and pointed in neat cement slurry in floors complete, all as specified and as directed by Engineer-in-Charge.
110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls with and including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts,bolts complete all as specified and directed by Engineer-in-Charge.
75mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls with and including MS clamps made out of flat iron of size 25 mm x 3 mm including nuts,bolts complete all as specified and directed by Engineer-in-Charge.
PVC(SWR) bends (any radius), for 75 mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.
PVC(SWR) bends (any radius), for 110mm bore pipes, with access doors, complete all as specified and directed by Engineer-in-Charge.
M/s REEDIT CONSTRUCTION (BID ID -3288542)
GURU NANAK CONSTRUCTION CO. (BID ID -3291726)
M/s Super Trading Corporation (BID ID -3292160)
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