Tender For Renovation Of Existing Building And Conversion Of Old Building In To Production Block At Champawat Milk Union, Joop Patwa, District- Champawat
Tender Value
42.59 Lakhs
Estimated cost
Bid Submission
17 Nov 2022
0 days left
EMD
86000
Bank guarantee accepted
Document Fee
3540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
champawat → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Existing Building And Conversion Of Old Building In To Production Block At Champawat Milk Union, Joop Patwa, District- Champawat
BOQ
| Sl. No. | Item Description |
| 1 | civil |
| 2 | Excavation in all kinds of soil by mechanical means/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plain) including disposal of excaveted earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neately dressed. All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 4 | Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. Plinth area of Building shall be measured for Payment. |
| 5 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - Allwork up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 6 | Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size). |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level1:1.5:3(1cement:1.5coarse sand: 3gradedstone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 10 | Centring and shuttering including strutting,ropping etc. and removal of form for Centring and shuttering including strutting,ropping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | Centring and shuttering including Strutting,ropping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Brick Work Brick work with F.P.S. bricks of class designation 75 in foundation and plinth inCement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 18 | Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete. |
| 19 | 12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) |
| 20 | 15 mm cement plaster finished with afloating coat of neat cement of mix 1:6 c/f sand |
| 21 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm nominal size stone aggregate. |
| 22 | S/F 35mm wide &3.8 to 4.7 mm thick glass strips in floor including cost of material labour t&p complete |
| 23 | Finishing walls with Premium Acrylic Smooth Exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 24 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 26 | P/F I.S.I MARKED FLUSH DOOR SHUTTERS conforming to I non-decorative type core of block bord construction with frame wood and well matced comercial 3 ply veneering with vertical bands and face veneers on both faces of shutters 35 mm thick |
| 27 | Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with :5.5 mm thick glass panes |
| 28 | Mandana stone slab flooring over 30 mm (average) thick base laid over andjointed with grey cement slurry mixed with pigment to match the shadeof the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement : 4 coarse sand) : |
| 29 | Mandana stone slabs 20 mm thick in risers of steps, skirting, dado andpillars laid on 20 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment tomatch the shade of the slabs, including rubbing and polishing complete. |
| 30 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge.In cement mortar |
| 31 | Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:G.S. Sheet |
| 32 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofapproved make and colour using acid and/or alkali resisting mortarbedding, and joints filled with acid and/or alkali resisting cement as perIS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand) |
| 33 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofapproved make and colour using acid and/or alkali resisting mortarbedding, and joints filled with acid and/or alkali resisting cement as perIS : 4457, complete as per the direction of Engineer-in- Charge.In dado/skirting on 12 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand) |
| 34 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length andjointed together at the end by end locks, mounted on specially designedpipe shaft with brackets, side guides and arrangements for inside andoutside locking with push and pull operation complete, including thecost of providing and fixing necessary 27.5 cm long wire springsmanufactured from high tensile steel wire of adequate strengthconforming to IS: 4454 - part 1 and M.S. top cover of required thicknessfor rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 35 | Providing and fixing ball bearing for rolling shutters. |
| 36 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should have protective guard film of 25 micronsminimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shapewherever required. |
| 37 | Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm) |
| 38 | Providing and laying water proofing treatment on roofs of slabs byapplying cement slurry mixed with water proofing cement compoundconsisting of applying:(a) after surface preparation, first layer of slurry of cement@ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer isstill green. Overlaps of joints of fibre cloth should not be lessthan 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement@ 1.289 kg/sqm mixed with water proofing cement compound@ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This willbe allowed to air cure for 4 hours followed by water curing for 48hours. The entire treatment will be taken upto 30 cm on parapetwall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (whichwill be paid for separately.For the purpose of measurement theentire treated surface will be measured. |
| 39 | Demolishing R.C.C. work manually/ by mechanical means includingstacking of steel bars and disposal of unserviceable material within50 metres lead as per direction of Engineer - in- charge. |
| 40 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 41 | Wiring for light point/ fan point/ exhaust fan point/ call bell pointwith 1.5 sq.mm FRLS PVC insulated copper conductor singlecore cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthingthe point with 1.5 sq.mm FRLS PVC insulated copper conductorsingle core cable etc. as required.Group A |
| 42 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulatedcopper conductor single core cable in surface/ recessedmedium class PVC conduit alongwith 1 No. 4 sq. mm FRLSPVC insulated copper conductor single core cable for loopearthing as required. |
| 43 | Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed medium class PVC conduit asrequired.2*4 sqmm +1*4 sqmm earth wire. |
| 44 | PVCCON s/f pvc conduit suplying & fixing of following sizes of pvc coiduit along with accessories in surface/recessed includind cutting the wall and making good the same in case of recesssed coduit as required.25 mm |
| 45 | MB s/f metal boxes of following sizes (nominal sizes) on surface or in recsses with suitable size of phenolic laminated sheet cover in front including painting etc.required.100mm*100mm*60mm deep |
| 46 | RM s/f rising mains supplying installing on wall testing and commissioning of following capacity rising mains with metal clad enclosure wall straps fully pvc insulated TPN alluminiam busbars in convint sections 7 suitable for 400/650 volts ,3 phase ,4wire, 50hz ,ac supply with extension joints fire proof barries expansions joints thrust pads.(Rising mains conforming to is 8623, tec 439.200amps(s.c rating for 1 sec 15 ka) |
| 47 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C”curve, miniature circuit breaker suitable for inductive load offollowing poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required.Single pole and neutral |
| 48 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia includingaccessories, and providing masonry enclosure with cover platehaving locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 49 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thickincluding accessories, and providing masonry enclosure withcover plate having locking arrangement and watering pipe of2.7 meter long etc. with charcoal/ coke and salt as required. |
| 50 | EARCOKPL salt/coke for plate earth electrode. Extra for using salt and coke for g.i pipe or copper plate earth electrode as required |
| 51 | Providing and laying earth connection from earth electrode with6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrodeincluding connection with G.I. thimble excavation and re-fillingas required. |
AI Tender Summary
Tender Timeline
Nov 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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