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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.2 LAccepted-AOC 219 10 NEW SARVODAY COLONY YADGARPUR MEERUT CITY INDEX NO D 308 HQ CE CC | L1 | Accepted-AOC Found Lowest Bidder | |
| 2 | L2₹31.3 L+₹67,935 (2.22%)Rejected-Finance 25 SHIV SAROVER COLONY GARH ROAD MEERUT 250002 | MEERUT | UTTAR PRADESH | 250002 | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹31.9 L+₹1.3 L (4.15%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹35.5 L+₹4.9 L (16.2%)Rejected-Finance INS VALSURA JAMNAGAR | JAMNAGAR | GUJARAT | 360520 | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹47.4 L+₹16.8 L (54.9%)Rejected-Finance 10 RAJAN KUNJ ROORKEE ROAD MEERUT 250001 | MEERUT | UTTAR PRADESH | 250001 | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
30 Aug 2023, 6:00 pmClosed
GE (North) Meerut Cantt
Office of the GE (North) Meerut Cantt
CLEANING OF SEWAGELINE SEPTIC TANK SOAK WELL MANHOLES AND OTHER CONNECTED WORKS IN ZONE I UNDER AGE BR II OF GE (NORTH) MEERUT CANTT
2023_MES_611930_1
8427/E8
Open Tender
Civil Works
Item Rate
180 days
Meerut
Class D category a (I)
8 documents required · 8 mandatory
₹500
GE (North) Meerut Cantt
₹1 L
Yes
27 Sept 2023
3 Aug 2023
1 Sept 2023
3 Aug 2023
30 Aug 2023
16 Aug 2023
Amount
Cleaning of underground Horizontal sewage pipe line of any dia upto 200mm (Cleaning length not exceeding 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 burying in a pit and replacing manhole cover in position after cleaning complete all as specified and directed by Engr in Charge.
Cutting of grass, growth/vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/manholes in any location or condition etc all as specified and as directed.
Cleaning and maintenance of sewage line of size 150mm dia and 2 to 6 meter depth manholes (as per MAP QTR COMMON CENTRAL SEWAGE LINE and MANHOLES) in the following steps:- (i) Dewatering of manholes (ii) Removing of all sludge/waste material from all manholes, desalting of floor, lean the floor and walls of the manhole after removing complete sludge/materials with clean water (iii). Removing the temporary blockage of inlet/outlet pipe and making functional the manholes. (iv) Remove all taken out sludge/ waste materials in covered containers out side the Defence Land. any means and getting out and removing sludge to a distance up to 3 km out side of defence land limit and disposal in low lying area and including removing of all types of blockage of any length between two consecutive deep manholes and to keep smooth functioning without any blockage in any situation by mechanical means with manual and mechanical process including removal and refixing of man hole covers complete all as specified and as directed by Engr in Charge.
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 hygienic complete all as specified and as directed by Engr in Charge. Note:- 4000 ltr container considered for one trip
De-sludging of septic tank of any capacity including connected intercepting chamber, manhole shaft, sludge chamber & filter beds of any description and in anomy position by pumping out and removing of sludge 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 filling of sludge and including providing and spreading 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 position complete all as specified and as directed by Engr in Charge.
Attending and rectifying 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 9 AM to 6 PM including holiday all as specified and as directed. Note:- (1 )Only experienced 04 Nos sewage cleaners shall be used to attend day to day complaints for above mentioned complaint shall be issued under respective item. (2.) Contractor or his representative shall collect the complaints at 0830hrs from complaint cell of AGE B/R-II and the complaints shall 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 penalty of Rs 250/- per day per complaints shall be charged.
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 Cast Iron trap set and making good to floor to match the existing 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.incl plastic seat cover fixed with hinge complete all as specified and directed.
S & F in repairs Vitreous china wash down water closet pan (padestal pattern ) single piece wall mounted type incl flusing cistern and connection to drain to outgoing and to flushing pipe antisyphonage pipe etc & S & F plastic closet seat cover closed pattern with flat bottom and chromium plated or aluminised hinging devise complete all as specified and directed. Make : Cera Cat No. S1013178 or equivalent in Jaquar or make given in PS
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 RCC including intercepting chamber, screen chamber Brick work in cement mortar 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 Sheet Nos 1/4 to 4/4. complete all as specified and directed. Note - (i) 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. (ii) Old soak well and septic tank shall be left abandoned.
M&L for construction of septic tanks, foundation in PCC 1:2:4, brick work in cement mortar 1:4, RCC Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fiber 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 No 1/7 to 7/7 complete all as specified and directed. Note - (i) 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. (ii) Old soak well and septic tank shall be left abandoned.
M&L for construction of septic tanks, foundation in PCC 1:2:4, brick work in cement mortar 1:4, RCC Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fiber reinforced cover with angle iron frame Vent shaft and sludge chambers etc., for 50 users including necessary earth work in any type of soil (soft / loose / hard / dense) all as shown on drg No TD-217 sheet No 1/7 to 7/7 complete all as specified and directed. Note - (i) 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. (ii) Old soak well and septic tank shall be left abandoned.
Exavation over area not exc1.5mtr deep and getting out in soft/loose soil completed as all specified and directed at site.
Ditto-as per item No 13.00 above but exceeding 1.5 mtr but n.exc 3.00 mtr deep -dito-
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil etc. including trimming bottom and sides of trenches, leveling/ grading and ramming bottom of excavation complete all as specified and directed.
Excavation in trenches n exceeding 1.5 m wide and exceeding 1.5 m in depth but not exceeding 3.mtr depth and getting out in soft/loose soil etc. including trimming bottom and sides of trenches, leveling/ grading and ramming bottom of excavation complete all as specified and directed.
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil complete all as specified and directed.
Removing surplus excavated soil to a distance n.exc 50 meter and depositing where directed at leveln.exc 1.50 m above the starting point complete all as specified and directed.
Demolition and breaking up 150mm dia drain pipes (saltglazed, stoneware , AC or reinforced concrete) drain pipe, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.
Demolition and breaking up 200 mm dia drain pipes (salt glazed, stoneware , AC or reinforced concrete) drain pipe, jointed in cement mortar and taking out of trenches, if required complete all as specified and directed.
M&L for concrete bed for 150 mm bore pipe in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) to drain pipes including packing under, haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
M&L for concrete bed for 200 mm bore pipe in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) to drain pipes including packing under, haunching against the sides of pipes after they are laid and tested 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 mm bore and above bore pipe SN-8 and all necessary fittings and fixtures complete all as specified and as directed.
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.
Demolition of cement concrete (unreinforced) in ground floors and paving's not exceeding 15cm thickness (below or above ground level) complete all as specified and as directed.
M&L for laying 75mm thick PCC 1:2:4 Type B1 (using 20 mm graded crushed stone aggregate) as in sub base or floor complete all as specified and directed
M&L for broken stone hardcore of gauge exceeding 63mm but not exceeding. 100 mm, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M&L in repair 60 mm thick machine pressed precast PCC coloured interlocking paver block moulded in PVC frame / mould any shape and size conforming to IS 15658-2006 of M-35 grade of approved design with gray cement and pigment to match shade / colour / matrix of tiles set and bedded over and including 50mm thick fine river washed sand duly compacted with surface vibrator laid over compacted sub soil in flooring complete all as specified and directed.
M&L for roof treatment in repair by complete removel of existing old treatment and treated with following specifications complete all as specified and directed :- (a) Brushing neat cement slurry @ 3Kg per Sqm on roof slab. (b) 15 mm thick cement plaster fair finished using cement mortar (1:4) with WPC on roof slab. (c) Applying oil based bitumen primer @ 0.30 ltr/Sqm on plastered surface. (d) Applying modified APP polymeric membrane 3mm thick and minimum weight 3.00 Kg / Sqm for water proofing of roof , sealing as directed at site with 100 mm over laps as per manufacture's instruction. (e) Applying two coat of aluminium paint @200 gm/Sqm over bituminous surface of membrane. Note : Supply only WPC shall be measured and paid separately under relevant item.
Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc.,complete all as specified and directed
M&L for 110mm bore, PVC (SWR) pipes, single socketed, in any length, with rubber ring joints fixed on walls excluding clamps fixed to wall properly including fixing of pipe with PCC (1:2:4) complete all as specified & directed.
M&L for Stack clamps out of 50mm by 5mm 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
M&L for 75mm bore, PVC (SWR) pipes, single socketed, in any length, with rubber ring joints,laid in trenches or in floors or wall complete all as specified & directed.
M&L for PVC (SWR) bend any radius 110mm dia complete all as specified and directed
M&L for PVC (SWR) bend any radius 75mm dia complete all as specified and directed
M&L for PVC(SWR) Tee any radius 110mm dia complete all as specified and directed
M&L PVC(SWR) Vent cowl 110mm dia complete all as specified and directed
S&F 110mm dia Branch piece, single (equal or unequal) , ordinary or inverted, spigot or socket type or with parallel branches complete all as specified and directed.
Demolition of old decayed / damaged brick work in cement or cement lime mortar and in any condition including removal of same complete all as specified and directed.
M&L for brick work with sub class "B" bricks straight or curved on plan exceeding 6 mtr mean radius and built in CM 1:4 complete all as specified and directed.
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 as directed.
Demolition of reinforced cement concrete complete all as specified and as directed.
Use and waist form work to soffits of suspended slabs such as roof slabs, floor slabs n.exc.200mm thick in rough finished flat surfaces of concrete complete all as specified and directed .
M&L for RCC M-25 using 20mm graded stone aggregate as in slabs supported on walls beams and columns etc complete all as specified and directed.
M&L for RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast manhole / septic tanks covers including necessary form work and setting in CM 1:4 complete all as specified and directed.
M&L for mild steel TMT bars 6-8 mm dia, 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 0.90 mm dia. or securing with clips complete all as specified and directed. Note:- Wt of binding wire not considered seperatoly and deemed to inclussive in above quoted rate
S & F in repair factory made precast cement concrete type B0, 1:2:4 ( 12.50 mm graded stone aggregate) louvres and jallies, 50 mm thick (measured solid), including all mouldings but excluding frame work, set in cement mortar 1:4 complete all as specified and directed
Taking down cement or cement lime plaster of any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:4 on any faces brick work including finishing the surface fair and smooth without using extra cement with mixing of water proofing compound complete all as specified and directed.( WPC measured and paid separately)
M&L for providing PCC 1:3:6 type C-1 (using 20 mm graded stone aggregate) as in coping of manholes and similar work inclussive of form work complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation bed of manhole, mass concrete etc complete all as specified and directed.
M&L for PCC 1:2:4 type B-1(using 20 mm graded stone aggregate) as in channels benching of manhole, laid to shape and slope, surfaces finished even and smooth using extra cement including necessary form work etc complete all as specified and directed.
Cutting into exisiting manholes 150mm dia 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 complete all as specified and directed.
M&L for brick work with sub class 'B' bricks in one brick thick honey com walling built in CM (1:4) complete all as specified and directed
M&L for Filling of brick bats of size ( as directed by Engr-in Charge) in soak well laid dry complete all as specified and directed.
Supply only integral water proofing compound.
A.V. ASSOCIATES
BHAGWAN DAS & Co
K S Enterprises
SA construction co.
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