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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC PLOT NO 46 SECTOR PH I 03 GREATER NOIDA UP 201306 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201306 | L1 | Accepted-AOC Found lowest bidder | |
| 2 | L2₹21.9 L+₹1.4 L (6.63%)Rejected-Finance 10 RAJAN KUNJ ROORKEE ROAD MEERUT 250001 | MEERUT | UTTAR PRADESH | 250001 | L2 | Rejected-Finance 2nd lowest | |
| 3 | L3₹24.7 L+₹4.2 L (20.3%)Rejected-Finance NOT SPECIFIED | L3 | Rejected-Finance 3rd lowest | |
| 4 | L4₹25.4 L+₹4.9 L (24.1%)Rejected-Finance 150 BC LINE MALL ROAD MEERUT CANTT 250001 | MEERUT | UTTAR PRADESH | 250001 | L4 | Rejected-Finance 4th lowest | |
| 5 | L5₹26.6 L+₹6.1 L (29.5%)Rejected-Finance 25 SHIV SAROVER COLONY GARH ROAD MEERUT 250002 | MEERUT | UTTAR PRADESH | 250002 | L5 | Rejected-Finance 5th lowest |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
20 Apr 2024, 6:00 pmClosed
GE (North) Meerut Cantt
GE (North) Meerut Cantt
CLEANING OF SEWAGE TANKS, SOAK WELL, SEWAGE LINE AND CERTAIN REPAIRS TO MANHOLE UNDER AGE B/R-I OF GE (NORTH) MEERUT CANTT
2024_MES_648250_1
8496/E8
Open Tender
Civil Works
Item Rate
240 days
Meerut
Class D Category a (i)
8 documents required · 8 mandatory
₹500
GE (North) Meerut Cantt
₹90,000
Yes
3 Jul 2024
28 Mar 2024
22 Apr 2024
28 Mar 2024
20 Apr 2024
13 Apr 2024
Amount
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge.
Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm thick in soil complete all as specified and directed by Engineer-in-Charge.
Removal of excavated soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge.
Demolition of Brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-Charge.
M&L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius with old size bricks built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
M&L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius with old size bricks built in cement mortar 1:4 but except bricks complete all as specified and directed by Engineer-in-Charge.
Taking down cement plaster any description on brick or stone wall/ceiling etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed by Engineer-in-Charge.
M&L Rendering 15mm thick on brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement including mixing intergral water proofing compound in the proportion as mentioned in manufacturer's instructions complete all as specified and directed by Engineer-in-Charge.
Supply only integral water proofing compound of approved manufacturer complete all as specified and directed by Engineer-in-Charge.
Dismantling of cast iron ,PVC or reinforced concrete drain pipes, 75/110/150/200 mm dia, jointed in cement mortar and taking out of trenches, if required, Complete all as specified and directed by Engr-in-charge.
S & F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed by the Engineer-in-Charge
S & F 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed by the Engineer-in-Charge
M&L 150 mm bore Salt-glazed stone ware drain pipes crushing strength of less than 16KN/m laid in trenches and jointed complete all as specified and as directed
M&L 200 mm bore Salt-glazed stone ware drain pipes crushing strength of less than 16KN/m laid in trenches and jointed complete all as specified and as directed
M&L Ultra P E,DWC (Double wall corrugated) pipe confirming IS-16098 Part-2 2013 pertaining structure wall plastics pinning system for sewage 150/200MM and above bore pipe SN8 and all necessary fittings and fixtures complete all as specified and directed.
M&L Ultra P E,DWC (Double wall corrugated) pipe confirming IS-16098 Part-2 2013 pertaining structure wall plastics pinning system for sewage 150 and above bore pipe SN8 and all necessary fittings and fixtures complete all as specified and directed.
Demolition of cement concrete as in bed to drain pipe including packing under and haunching against the sides of pipe or as in manhole benching/bed etc complete all as specified and directed by Engineer-in-Charge.
M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 150mm bore pipes complete all as specified and directed by Engineer-in-Charge.
M&L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 200 mm bore pipes complete all as specified and directed by Engineer-in-Charge.
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 forming benching as required. Internal dia of pipe 150mm complete all as specified and directed by Engineer-in-Charge.
M&L Cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in benching /coping and the like including weathering, slightly rounded or chamfered angles as directed including form work and finishing all exposed surfaces including necessary form work complete all as specified and directed by Engineer-in-Charge.
Demolition of reinforced cement concrete complete all as specified and directed by Engineer-in-Charge.
M&L Reinforced cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate in slabs complete all as specified and directed by Engineer-in-Charge.
S&F in repair Ready Made Precast reinforced cement concrete 1;2;4 type B1 using 20mm grade stone aggregate, factory made maanhole covers of size 450x900x50mm thick , set in cement mortor 1:6 complete all as specified and directed by Engineer-in-Charge.
M&L TMT steel bars 8mm or 10mm dia in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified. Complete all as specified and directed by Engineer-in-Charge.
M&L Form work to soffits of suspended slabs, floor slab etc n. exc. 200mm thickness flat for rough finished surface of concrete complete all as specified and directed by Engineer-in-Charge.
M&L Precast cement concrete type B-1, 1:2:4 using 20mm graded stone aggregate as in manhole cover complete all as specified and as directed by Engineer-in-Charge.
M&L for laying 75mm thick PCC 1:2:4 TYPE B-O (using 12.5mm graded crushed stone aggregate) as in floor to receive topping layer complete all as specified and directed
M&L Hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M&L for chequered cement concrete colour tiles glossy finish size 300mm cmx300mmx25 mm thick, with colour pigment, set, jointed and pointed in neat cement slurry over and including 20 mm thick screed bed in cm 1:6 complete all as specified and as directed
M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade, with grey cement and pigment over and including 50mm thick river sand cusion and packing the edges/sides of the blocks with PCC 1:2:4 complete all as specified and as directed
Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above gound level) complete all as specified and directed by Engineer-in-Charge
M&L Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Cleaning of underground Horizontal sewage pipe of any dia upto 200mm (Cleaning length n.exc 30m from manhole to manhole or from manhole to septic tank) including taking off manhole cover and cleaning of manholes of any size and depth and removing waste material/sludge to a distance of n.exc 300m and burrying in a pit and replacing manhole cover in position after cleaning complete all as specified and directed by Engineer-in-Charge
To attend and rectify sewage complaint such as blockage of chocked bathroom / WC / kitchen block / WHB drainage / chamber and also tightening of loose rain water pipe and outlet PVC pipe and making functional open drainage main hole sewage line etc complete all as specified and directed and directed any type any time between 9AM to 6PM including holiday all as specified and directed. Note : (1. )Only experienced 04 Nos sewage cleaners should be used to attend day to day complaints for above mentioned complaint shall be issued under respective item. (2.) Contractor or his representative collect the complaints at 0830hrs from complaint cell of AGE B/R-I and teh complaints will be attended / make good/rectified within 24hrs on receipt of the complaints and info the status of the complaint at 1700hrs every day to complaint cell. On failure of the same a panelty of Rs 250/- per day per complaints will be charged.
Dewatering of Septic tank soakage well and manhole of any depth in any position by pumping out and removing outside Military/Defence land by mechanical means (trolley mounted) and burying in pits all as directed including digging of pits in any type of soil and covering pits with earth after absorption of water and including providing and spreading required quantity of bleaching powder around the pit or dispose of waste material as per state protocol and washing the top of septic tank & soakage wells and surrounds with fresh water and sprinkling lime to make hygeinic complete all as specified and directed by Engr - in Charge.
De-sludging of septic tank of any capacity including connected intercepting chamber, manhole shaft, sludge chamber & filterbeds of any description and in anmy position by pumping out and removing of sludge outside Military/ Defence land by mechanical means (trolly mounted) and burying in pits all as directed including digging of pits in any type of soil and covering pits with earth after filling of sludge and including providing and spearding required qty of bleaching powder or dispose of waste material complete as per state protocol, including taking down of slab cover and placing the same in existing postion complete all as specified and directed by Engineer-in-Charge.
S & F stack clamp out of 50mm by 5mm flat iron & 16mm dia round iron stays,including bolts and nuts and securing ends of stays to wall or roof for 110mm nominal bore pipe complete all as specified and directed.
S & F stack clamp out of 50mm by 5mm flat iron & 16mm dia round iron stays,including bolts and nuts and securing ends of stays to wall or roof for 75 mm nominal bore pipe complete all as specified and directed.
S & F 75mm bore PVC (SWR) bends of any radius, complete all as specified and as directed
S & F 110mm bore PVC (SWR) bends of any radius, complete all as specified and as directed
S & F PVC 110mm bore (SWR) branch piece, single (single Y) equal or unequal, complete all as specified and as directed
S&F in repairs WC squatting pan “Orissa Pattern” of size 580 x 440mm white with integral foot rest (excluding flushing cistern & flush pipe) including connection to trap and to flush pipes etc and lime concrete bedding complete all as specified in SSR and including trap set complete all as specified and directed.
S&F, in repair, vitreous china wash down water closet pan (Pedestal pattern), white with 'p' or 's' trap (excluding flushing cistern and flush pipe), including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe etc. complete all as specified and directed.
M & L for construction of Soakage wells , of size 2.40m dia & 6.00m depth ( effective depth 4.5 m ) in ordinary Soil, Foundation in PCC 1:3:6, wells of Honey combed and solid in M-25 Concrete, including intercepting chamber, screen chamber Brick work in CM 1:4, RCC cover slab in M-25/ RR masonry / Filling with brick bats, all as including necessary earth work in any type of soil (soft / loose / hard / dense) all as shown on drg No TD-309 Sh. 1/4 to 4/4. complete all as specified and directed.
M&L for construction of septic tanks, foundation in PCC 1:2:4, brick work in CM 1:4, RCC Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent shaft and sludge chambers etc., for 25 users including necessary earth work in any type of soil (soft / loose / hard / dense) all as shown on drg No TD-217 sheet 1/7 to 7/7 complete all as specified and directed.
Supply only MS galvanised chain link fencinng of 100x100mm mesh size and 4mm dia wire complete all as specified and directed.
Fixings only chain link fencing including line wires, any mesh, size and type to standards, rails, straininng bolts etc including provision of binding wire complete all as specified and directed. Note : supply only chain link fencing, MS 10mm dia round bars as line wire and MS flat iron shall be measured and paid separately under respective item of this schedule.
S&F mild steel bolts. purpose made.with hexagonal orsquare head one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut. exc 10 cm but not exc 15 cm and 12mm dia complete all as specified and directed. Note for all above items:- (A) All types of equipments and safety kit required for working in foul condition shall be provided by the contractor to his workmen. The Engineer-in-Charge shall verify these aspects during currency of work. Al precautions/safety measures shall be kept in mind during execution of work.
SA construction co.
M/S AMAR ELEKTRO CENTRE
VIRAT CONSTRUCTIONS
A.V. ASSOCIATES
Shikha Enterprises
Arun Construction Co.
Manglam Engineers and Construction Co
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