Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC PLOT NO 46 SECTOR PH I 03 GREATER NOIDA UP 201306 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201306 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹19 L+₹1.2 L (6.95%)Rejected-Finance FLAT NO 93 POCKET 03 SECTOR 11 DWARKA NEW DELHI 110 075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹19.4 L+₹1.7 L (9.47%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹21.3 L+₹3.5 L (19.8%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹22.3 L+₹4.6 L (25.6%)Rejected-Finance NEAR LIC OFFICE KALAIGNAR ARIVALAYAM SHOP ROOM NO7 GROUND FLOOR OF BACK SIDE PHOENIX BAY SRI VIJAYA PURAM 744101 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744101 | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
3 Jun 2025, 6:00 pmClosed
GE (AF) PALAM DELHI CANTT-10
GE (AF) PALAM DELHI CANTT-10
CLEANING OF EXISTING SEWAGE LINE, SEPTIC TANK AND REPAIR TO DRAIN, CULVERT, FENCING, JAFFERY WALL, HARD STANDING ETC IN CAMP AREA / MAUDE LINE, AFSR AND OTHER MD ACCN UNDER AGE BR-II AT AF STN PALAM, DELHI CANTT-10
2025_MES_706704_1
8025/A/T-04/E8
Open Tender
Civil Works
Item Rate
270 days
GE (AF) PALAM DELHI CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) PALAM
₹50,000
Yes
28 Jun 2025
5 May 2025
10 Jun 2025
5 May 2025
3 Jun 2025
20 May 2025
Amount
De-silting and cleaning of sludge of sewage line 100mm to 350mm bore of any description under ground any depth, removing any type of bloakage including desilting, descaling and de-chocking from drain as well as from manhole with combined high pressure water jetting cum suction (vaccum) type machine mounted on LCV/HCV having facility of high pressure vaccum including provision of hydraulic application through high pressure thermoplastic fibre based water jetting hose and through conical round shaped nozzle pipe and flushing. After cleaning, sludge water shall be desposed as directed and taking of manhole cover and refixing the same after cleaning complete all as specified and as directed.
De-silting and cleaning of sludge of manholes n. exc 1.0 m deep and removing sludge/waste materials etc to a distance n. exc 50 m and burrying in pits and re-filling the same complete all as specified and as directed. (Note :- The cost for excavation and earth work for pits shall be deemed to be included in the unit rate).
Description all as per ser item No 2.00 above but depth of manhole exceeding 1.0 m and n. exc 1.5m deep complete all as specified and as directed.
Description all as per ser item No 2.00 above but depth of manhole exceeding 1.5 m and n. exc 2.0m deep complete all as specified and as directed.
Cleaning of blocked floor/Nahani trap and CI pipe upto 1st manhole and removing all silt, residue sludge both organic and inorganic nature including any type of foreign materials and removing waste materials/ sludge etc to a distance exceeding 50 mtr and sealing the sides of traps in bath room/kitchen using Aqua TS of Aqua shield water proofing or equivalent complete all as specified and as directed. Note:- Any damage caused during cleaning shall be made good by contractor without any cost to the entire satisfaction of Enginner-in-Charge.
Cleaning of blocked WC trap and CI pipe upto 1st manhole and removing all silt, residue sludge both organic and inorganic nature including any type of foreign materials and removing waste materials/ sludge etc to a distance exceeding 50 mtr and damage caused during cleaning shall be made good by contractor to the entire satisfaction of Enginner-in-Charge.
De-silting and cleaning of sludge of sewage line 100mm to 350mm bore of any description under ground any depth, removing any type of bloakage including desilting, descaling and de-chocking from drain as well as from manhole with combined high pressure water jetting cum suction (vaccum) type machine mounted on LCV/HCV having facility of high pressure vaccum including provision of hydraulic application through high pressure thermoplastic fibre based water jetting hose and through conical round shaped nozzle pipe and flushing. After cleaning, sludge water shall be desposed as directed and taking of manhole cover and refixing the same after cleaning complete all as specified and as directed.
De-silting and cleaning of sludge from Septic tank up to 5 mtr deep by mechanically operated Sucking/ Hydraulic pressure machine and taking out sludge/muddy/sewerage water/debris from the tank and removing the same from site to out of MOD land including flushing with water after cleaning complete all as specified and as directed. Note for item No 1 to 8 :- (a) No water shall be supplied by MES for cleaning/ flushing of sewer lines. (b) Generally flow of pressure 3000 to 4500 PSI at least 6 gallons per minute is required for braking of blockages and cleaning of sludge from lines. (c) Contractor shall arrange all the T&Ps / machines as mentioned in said items within 15 days from the date of commencement of work. (d) The complaints of line blockage must be complied within 8 hours failing which a penal recovery of Rs 1500/- per day shall be made from the contractor's dues. (e) The sludge/muddy/sewerage water/debris etc shall be removed from site to out of MOD land. The quoted rates are deemed to be included in the above item for the above provisions and nothing extra shall be paid on these account. (f) The contractor shall employ deployed minimum 2 nos Safaiwala each working day suitable to carryout the day to do complaint. No separate salary & convencey /vehicle charge will be paid by MES .
Demolition of brick work built in cement mortar, including all quoins, arches, pillars etc of any description including removing debrish from site complete all as specified and as directed.
Demolition of concrete in ground floor and pavings n.exc 15 cm thickness below or above ground level complete all as specified and as directed.
Demolition of reinforced concrete roofs, floors (other than ground floors), beams, staircases, landing,chajjas slabs and similar suspended work complete all as specified and as directed.
Taking down cement plaster or cement lime plaster on brick or stone walls etc including raking out joints, hacking for keys, scrubbing down with water etc complete all as specified and as directed.
Demolition and breaking up drain pipes (slat glazed ware, AC or reinforced concrete) set in cement mortar, of 150 mm internal dia complete all as specified and as directed.
Demolition and breaking up drain pipes (slat glazed ware, AC or reinforced concrete) set in cement mortar, of 200 mm internal dia complete all as specified and as directed.
M&L for reinforced concrete pipes, class NP2, 150 mm bore, laid and jointed complete with collars complete all as specified and as directed.
M&L for reinforced concrete pipes, class NP2, 200 mm bore, laid and jointed complete with collars complete all as specified and as directed.
M&L for 100 mm thick concrete bed to drain pipes in cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm bore pipe complete all as specified and as directed.
Description all as per Serial Item No. 17.00 above but for 200 mm bore pipe complete all as specified and as directed.
M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete etc, complete all as specified and as directed.
M&L for PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in surface channel, drain and manholes complete all as specified and as directed.
M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in benching, coping including necessary use and waste of form work complete all as specified and as directed.
M&L for PCC (1:2:4), type B-2 (using 40 mm graded crushed stone aggregate) as in surface channel, drain and bedding including necessary use and waste of form work and weathering, slightly rounded or chamfered angles complete all as specified and as directed.
M&L for providing RCC nominal mix (1:2:4) type B1 (using 20mm graded stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.
M& L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
M&L for providing precast cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in manhole /drain slab cover complete set in CM (1:4) complete all as specified and as directed.
Excavation in trenches not exceeding 1.50 metre wide and not exceeding 1.50 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and as directed.
Excavation in trenches not exceeding 1.50 metre wide and exceeding 1.50 metre but n exc 3.0 metre depth for foundation, manhole etc not exc 10 Sqm on plan and not exc 1.5 metre in depth including getting out in soft/loose soil complete all as specified and as directed.
Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil complete all as specified and as directed.
Removing excavated surplus soil/material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.
M&L for cutting holes in brick walls, built in cement mortar or cement lime mortar, exc half brick but not exc one brick thick wall, for inserting hold fasts and making good dismantled portion with cement mortar (1:3) or cement concrete (1:2:4) type B1 as required complete all as specified and as directed.
M&L for brick work with sub class `B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and as directed.
Description all as per ser item No. 32.00 above but except bricks complete all as specified and as directed. Note:- Old bricks shall be retrieved from Ser item No. 9.00 above.
M&L for 15 mm thick cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4), surface finished even and fair including necessary scaffolding complete all as specified and as directed.
M&L for preparation old decorated / new surfaces of walls and cornices, spoiled by smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots by scraping and washing with water and applying two coats of cement base paint complete all as specified and as directed by Engineer-in-Charge. Note:- The work shall be carried out upto four storey. Necessay scafolding upto four storey bldg shall be deemed to be included in unit rates.
S&F in repairs vitreous china squatting pan, 'Orissa' pattern, size (580 X 440)mm white with integral foot rests, including connection to drain or outgoing pipe and to flushing pipe, antisyphonage pipe joint and to socket or stopper, including flush pipe and all fittings etc complete all as specified and as directed.
S&F in repairs low level PVC valveless, syphonic action type, flushing cistern, low level, white,with inlet, including brackets complete all as specified and as directed.
S&F in repairs Vitreous china wash down water closet pan “Pedestal Pattern” coloured with white WC seat cover closed pattern with flat bottom and mild steel chromium plated or aluminized hinging device including PVC flush pipe and joints etc and connection to drain, flushing, pipe, anti- syphonage pipe, and fixing arrangements with fixing bolts etc complete all as specified and as directed.
Taking down AC, PVC pipes of 100/110mm dia of any description including all fittings complete all as specified and as directed.
Taking down CI pipes of 100/110mm dia of any description including all fittings complete all as specified and as directed.
Taking down CI pipes of 75/80mm dia of any description including all fittings complete all as specified and as directed.
S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including suitable PVC clamps at one meter of interval complete all as specified and as directed.
S&F PVC (SWR) bends of any radius, suitable for 110mm dia PVC pipes fixed complete all as specified and as directed.
S&F 75mm bore cast iron waste and vent pipe in any length with or without ears fixed to walls including suitable steel clamps after every one mtr of interval with cement joints fixed to wall complete all as specified and as directed.
S&F 100mm bore cast iron waste and vent pipe in any length with or without ears fixed to walls including suitable steel clamps after every one mtr of interval with cement joints fixed to wall complete all as specified and as directed.
S&F for CI 100mm bends complete all as specified and as directed.
S&F for CI 75mm bends complete all as specified and as directed.
S&F in repair for cast iron cowls 100 mm size complete all as specified and as directed.
S&F in repair CI branch pieces with oval access door single (equal or unequal) ordinary or inverted (spigot or socket type ) or with parallel branches for 100mm bore pipe including taking out old fitting complete all as specified and as directed.
S&F in repair CI branch pieces with oval access door single (equal or unequal) ordinary or inverted (spigot or socket type ) or with parallel branches for 75mm bore pipe including taking out old fitting complete all as specified and as directed.
S&F in repairs, SFRC drain cover size (1000mm x 500mm) x 70mm thick laid over existing drain complete all as specified and as directed by Engr-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole. (c) Or equivalent
S&F in repairs, SFRC MH Frame with cover of size (750mm x750mm) x 70mm thick surrounded with steel strip (70x2)mm reinforced as per manufacturer's design in Manufactured proccess laid over existing drain complete all as specified and as directed by Engr-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole. Or equivalent
Dismantling of expanded metal any thickness or mesh of weight n exc 4.0 Kg/Sqm fixed with fillets of any description complete all as specified and as directed.
S&F 2.5mm dia chain link MS galvanised fencing of mesh size (75x75)mm size including line wire, fillets, straining bolts etc complete all as specified and as directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed.
S&F mild steel work such as angle iron post , flat iron in fencing including cutting as making doubble swan neck i.e. "Y" shaped including welding with proper overlapping & welding MS Plate with angle iron bottom as directed, drilling holes notching for wire etc embedded in concrete fixed vertically conforming to Fe 290 grade E-165 complete all as specified and as directed. Note:- Embedded portion of Angle Iron post shall be painted with red oxide primer.
Supply and fixing concertina coil with punched tape of 600 mm dia , centre core wire shall be minimum 2.5 mm dia of mild steel wire conforming to IS 280-2006. Galvanised coating of steel concertina coil shall confirm to the requirements as laid down for medium coated wire in IS 4826 "Hot dipped galvainsed coating of round steel wires" conretina coil shall be fixed in diamond shape with the help of dovetail two handle and spikes shall be fixed at both end of coil, minimum straight length of the wire 150 RM of 10 RM of work, minimum weight 13.5 Kg for 10 RM of work i.e. 90gm per RM of wire complete all as specifed and as directed.
S&F Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed. Note:- Each line of wire shall be measured.
M&L for 100 mm thick PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base complete all as specified and as directed.
M&L for providing precast cement concrete rubber moulded coloured chequered tiles 80 mm thick even finish on top in shape/design laid over and including 25 mm thick sand cushion bed complete all as specified and as directed.
M&L for providing precast cement concrete rubber moulded coloured chequered tiles 80 mm thick even finish on top in shape/design laid over and including 25 mm thick sand cushion bed complete all as specified and as directed.
M & L for machine pressed, glossy finished 25 mm thick coloured cement concrete chequered tiles of size 300mm x 300 mm of pattern as approved set, jointed and pointed in neat cement slurry mixed with pigment as in floors, laid over cement screed bed of 15mm thick in cement mortar (1:6), complete all as specified and as directed by Engineer-in-charge.
M&L for machine cut Kota stone slab 20 to 25 mm thick, jointed with grey cement slurry mixed with pigment to match the shade of the Kota stone, fixed on vertical sarfaces / skirting length of stone matching with floor, with and including over 10 mm thick rough cement plaster to receive stone in CM (1:4) and a coat of cement slurry @ 3kg/sqm and mirror polishing of granite with and including taking down plaster complete all as specified and as directed.
M&L for machine cut Kota stone slab 20 to 25 mm thick, jointed with grey cement slurry mixed with pigment to match the shade of the Kota stone, fixed on vertical sarfaces / skirting length of stone matching with floor, with and including over 10mm thick rough cement plaster to receive stone in CM (1:4) and a coat of cement slurry @ 3kg/sqm and granite ( mirror) polishing including taking down plaster complete all as specified and as directed.
M&L for precast cement concrete louvers and jallies 50 mm thick in cement concrete (1:2:4) type B-0 (using 12.5mm graded stone aggregate) with and including all mouldings but excluding frame and set in cement mortar (1:6) including taking down of existing underviceable louver or jalli complete all as specified and as directed.
M&L for mild steel works (Fe-290 Grade E-165) as in posts and struts etc in fencing of angle or other sections, including cutting tops to shape as directed, drilling holes, notching for wire etc, complete all as specified and as directed.
M&L for mild steel plain bar 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and as directed.
M&L for chain link fencing 4 mm dia of galvanized steel wire of mesh size (100 x 100)mm made up into mattresses or cages, lapped wire & laid in position including closing after filling etc including binding with wire with and including taking down of existing fencing completed all as specified and as directed.
Dismantling plain or corrugated steel sheeting any gauge, thickness, incuding Natitital or similar pattern sheets in roof coverings completed all as specified and as directed.
S&F mild steel work (FE 290 Grade E-165) roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. completed all as specified and as directed.
S &F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to fix the wall fixed with self taping scrows with rabuer washerr etc as complete all as specified and directed by Engr-in-Charge Note: pattern, design and colour as approved by GE/ Engr-in-Charge
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws with rabuer washer complete all as specified and directed by Engr-in-Charge
Demolition of cement concrete/terrazzo (unreinforced) of any description in ground floor and paving n.exc 15cm thickness (below or above ground level) including removing the rubbish/debris out side defence land complete all as specified and as directed.
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 as directed.
M&L for joint free non skid coloured ceramic tiles, 7 to 8mm thick (squre or rectangular) area of each tile n.exc. 0.11sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces, with and including over 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed.
M&L for joint free anti skid coloured ceramic tiles, 7 to 8mm thick (squre or rectangular) area of each tile exceeding 0.11sqm but n.exc. 0.18sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the surfaces, with and including over 15mm thick screed bed in cement mortar (1:6) complete all as specified and as directed.
M&L for joint free coloured glazed ceramic tiles in vertical surfaces of size (300x200)mm x 7mm/ (450x300)mm x 7mm thick set and jointed in cement slurry and pointed in white or coloured cement to match with and including laid over 10mm thick cement rendering in cement mortar (1:4) complete all as specified and as directed.
M/S PRADEEP ENTERPRISES (BID ID -3312395)
SURESH KUMAR SHARMA & CO (BID ID -3304939)
JAIPAL AND BROTHERS (BID ID -3303898)
RK TRADERS (BID ID -3306501)
DEV CONSTRUCTION (BID ID -3306419)
stage.html
html • 0.05 MB
tech_eval.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 • 0.03 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 .