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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC Lowest bidder Sri Siju Joseph George Agreement Executed (24101803.26 ) |
| 2 | L2₹2.6 Cr+₹18.6 L (7.74%)Rejected-Finance | ₹2.6 Cr+₹18.6 L (7.74%) | L2 | Rejected-Finance SECOND LOWEST |
Tender Value
₹2.6 Cr
EMD Value
₹1 L
Closing Date
24 Mar 2020, 6:55 pmClosed
Assisatnt Executive Engineer
O/O The assistant Executive Engineer, LSGD(EW),Thodupuzha Municipality
BUILDING WORK FINISHING
2020_LSGD_349473_1
58/AEE/2019-20
Open Tender
Civil Works - Buildings
Item Rate
300 days
THODUPUZHA
Tender Class and experience
2 documents required · 2 mandatory
₹8,925
online
₹1 L
O/o AEE Thodupuzha Municipality
7 Aug 2020
12 Mar 2020
27 Mar 2020
12 Mar 2020
24 Mar 2020
12 Mar 2020
12 Mar 2020 - 17 Mar 2020
17 Mar 2020
Amount
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.for pile caps (5.1.2)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level.P.C.C 1:4:8 using 40 mm metal (4.1.8)
Centering and shuttering including strutting, propping etc. and removal of form for.for pile caps (5.9.1)
Centering and shuttering including strutting, propping etc. and removal of form for. Column (5.9.6)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement. (5.2.2)
Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. (5.9.3)
Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs and breaks in floors and walls. Under 20 cm wide (5.9.16.1)
Centering and shuttering including strutting, propping etc. and removal of form for vertical and horizontal fins individually or forming box louvers band, facias and eaves boards (5.9.13)
Supplying and fixing rolling shutters of approved make, made of required size M.S.laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs anufactured from high tensile steel wire of adequate strength conforming to IS: 4454 – part 1 and M.S. top cover of required thickness for rolling shutters. (10.6.1)
Providing and fixing ball bearing for rolling shutters (10.7)
Plastering with cement mortar 1:4, 12mm thick, one coat floated hard and trovelled smooth including watering, curing, scaffolding etc., complete over (13.1.1)
Finishing walls with textured exterior paint of required shade for new work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm. (13.45.1)
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture. (13.48.3)
Towards cost of supplying & fixing at site Aluminium Composite Panel using 4mm thick composite panel (Overall thickness 4 mm and skin thickness on both sides 0.40 mm – Certificate from the Manufacturer to authenticate the thickness to be produced by the fabricator) of approved colour from Durabuild [or eqivilant] range of shades with PVDF coating for exterior application with 10 years guarantee, to be cut and folded to the required dimension from 1.22 ms x 2.44 ms standard sizes fixing to prefabricated frame work using suitable 50 x 25mm sections joined with suitable stiffeners etc., the gap formed in between the composite panels to be sealed with Silicone Sealant (Dowcorning of the appropriate grade) after sticking required masking tapes and all other accessories. The sheet fixing and the lines of sealants shall be in line and level with the building lines. Detailed fixing drawings with reference to the site conditions to be provided by the fabricator and approved by the Architect before starting fixing. (25.7)
Providing TS reinforcement for R.C.C. works bend, tied or welded and placed in position including all cost, labour charges etc., complete for plinth levels (5.22.6)
Providing TS reinforcement for R.C.C. works bend, tied or welded and placed in position including all cost, labour charges etc., complete for all levels (5.22A.6)
b]Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. (9.88)
Plastering with cement mortar 1:3, 6mm thick, one coat floated hard and trovelled smooth including watering, curing, scaffolding etc., complete over (13.16.1)
Providing and laying first quality ceramic tiles of approved colour, texture, and make over a bed of 12mm thick 1:4 cement mortar one coat to correct levels and lines and pointing with standard joint filler of the same colour -including all expenses for cutting, bevelling/ rounding edges wherever necessary, cost, conveyance, labour etc., complete in toilet walls (11.36)
Providing and laying first quality ceramic tiles of approved colour, texture, and make over a bed of 12mm thick 1:4 cement mortar one coat to correct levels and lines and pointing with standard joint filler of the same colour -including all expenses for cutting, bevelling/ rounding edges wherever necessary, cost, conveyance, labour etc., complete over floor in toilet (11.37)
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. (17.2.1)
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required. (17.4.4)
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require. (17.7.3)
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (17.31)
Providing and fixing 100 mm sand cast Iron grating for gully trap. (17.29)
providing and fixing 15 mm dia. or nearest size brass screw down bib tap(superior quality (18.15.1)
providing and fixing 15 mm dia. or nearest size brass stop cock(superior quality (18.16.1)
Providing and fixing PTMT, push cock of approved quality and colour. 15 mm nominal bore, 80 mm long, weighing not less than 46 gms. (18.57.2)
Supplying fixing and jointing 110 mm PVC pipe (6kgf/cm2) with fittings such as bends, elbows, checknuts etc. including trenching to min. depth of 60cm and refilling etc. complete (OD)
Supplying laying and jointing 150 mmdia. P.V.C pipes with P,V.C specials such as tees,bends,elbow,couplings etc. with solvent cement including cutting and making good the walls (OD)
Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). (25.1)
Plastering with cement mortar 1:3, 12mm thick, one coat floated hard and trovelled smooth including watering, curing, scaffolding etc., complete over (13.7.1)
Providing and fixing in position hand rails as per drawings with materials as per specifications (OD)
Supplying fixing and jointing 50 mm PVC pipe (6kgf/cm2) including cutting and making good the walls (OD)
Extra for shuttering in circular work (20% of respective centering and shuttering items (5.9.14)
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete (50.6.2.1)
8.13 Providing and laying Polished Granite stone flooring in required design andpatterns, in linear as well as curvilinear portions of the building all complete asper the architectural drawings with 18 mm thick stone slab over 20 mm (average)thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed withcement slurry and pointing with white cement slurry admixed with pigment ofmatching shade including rubbing , curing and polishing etc. all complete asspecified and as directed by the Engineer-in-Charge. 8.13.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye orequivalent.
8.3 Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge. 8.3.2 Granite work
Add for using extra cement in the items of design mix over and above the specified cement content therein. (5.35)
Add for using Admixtures to achieve M25 in the items of design mix over and above the specified cement content therein. (OD)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (2.25)
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. 2.6.1 All kinds of soil (2.6.1)
extra for provinding mechanical device chain and crank operation for operating rolling shutters exceeding 16.80 sqm in area (10.8.2)
50.6.2.2 Solid masonry using pre cast solid blocks factory made of size 30x20x15 cm or nearest available size confirming to Is 2185 part l of 1979 for super structure up to floor two level with thickness 15 cm in CM 1:6 etc (50.6.2.2)
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil (2.28.1)
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,plates etc., including welding, grinding, buffing, polishing and making curvature(wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & tainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, asteners etc. (10.28)
50.17.1.4 Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge
Suppling threading , laying and jointing 75mm dia PVC pipes (6 Kgf/cm2), with specials such as Tees,bends ,coupling etc. with clamp including cuttind and making good the walls (details for 30m (50.18.8.8.1)
Providing and fixing PTMT grating of approved quality and colour 100mm pvc . (18.58)
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge (9.119)
Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer-in-charge. (9.124.1)
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all completeFixed to openings /wooden frames with rawl plugs screws etc. (9.48.2)
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg /sqm mixed with water proofing cement compound @ 0.253 kg/sqm.This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/ sqm mixed with water proofing cement compound @ 0.126 kg/ sqm.This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. (22.5)
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chased and making good the wall etc. 110 mm pipe 6kgf/cm2 (50.18.8.9.1)
providing and fixing pvc pipes fitting including fixing the pipe with clamps at 1m spacing this includes jointing of pipes with one step pvc solvent cement and testing of jointing complete as per direction 63mm 6kgf (50.18.9.17.1)
Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2 (50.18.8.3.2)
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured (5.11.1)
JOSEPH GEORGE M
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