Raja Ramanna Centre For Advanced Technology Tender
Know all about the latest MP tenders along with the tender details and downloadable document on BidAssist. Here, on this page, we shall help you search for every MPtender posted on the official website of mptenders.gov.in according to authority, district, etc. Be it an irrigation tender or MP PWD tender, and we will tell you how to bid for these and more.
Raja Ramanna Centre For Advanced Technology - RRCAT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date23 Mar 2023
Closing Date24 Apr 2023
Tender Amount₹ 2,82,00,000
Costs
EMD
₹ 5,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_RRCAT_746356_1Bid Award Id
ViewTender No
RRCAT/CSD/3080/W-4209/2022-23Tender Authority
Raja Ramanna Centre For Advanced Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Earthwork excavation in foundations in soft rock by mechanical means (hydraulic Excavator)/manual means upto a depth not exceeding 1.5m including shoring and dewatering, if necessary and disposing of surplus excavated materials within a distance of 50 metre etc. complete as per drawings, specifications and as directed by EIC..
65
-
-
Extra over item no.3 for each additional depth of 1.5m or part thereof etc. complete as per drawings, specifications and as directed by EIC..
35
-
-
Excavation in foundations in hard rock by chiselling upto a depth not exceeding 1.5m including dewatering, if necessary and stacking or disposing within a distance of 50 metre. etc. complete as per drawings, specifications and as directed by EIC.
50
-
-
Extra over item no.5 for each additional depth of 1.5m or part thereof etc. complete as per drawings, specifications and as directed by EIC.
35
-
-
Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. complete as per drawings, specifications and as directed by EIC.
10
-
-
Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres lead etc. complete as per drawings, specifications and as directed by EIC.
25
-
-
Dismantling the existing structural steel work at all levels in M.S. channels, plates, angles, flats, R.S. joists, bolts etc. including scaffolding, cutting of structural steel members by gas cutting, removing the nuts, bolts etc. complete and shifting the dismantled material by mechanical transport to departmental stores etc. complete as per drawings, specifications and as directed by EIC.
3
-
-
Demolishing brick work in cement mortar at all levels including scaffolding, stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead etc. complete as per drawings, specifications and as directed by EIC.
40
-
-
Dismantling DOORS, WINDOWS AND CLEARSTORY WINDOWS, shutters (steel or wood) including stacking within 50 metres lead etc. complete and as per drawings, specifications & as directed by the Engineer-in-charge.
-
-
-
Of area 3 m² & below
15
-
-
Of area beyond 3 m²
8
-
-
Lead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
For soil
100
-
-
for debris up to 3.0 km
50
-
-
Forming embankment with selected preferred make soil abtained from borrow pits (including cost of excavation & transportation within RRCAT campus by mechanical transport), in layers not exceeding 200mm thick including breaking clods, watering, consolidation, dressing the sides & top to the required profile & grade complete as per drawing, specifications & as directed by Engineer-in-Charge.
50
-
-
Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork etc. complete as per drawings, specifications and as directed by EIC.
175
-
-
Construction of Granular sub base by providing coarse graded material as per specified grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
For grading - I material (with 75mm and down size aggregates)
325
-
-
For grading - II material (with 53mm and down size aggregates)
325
-
-
REINFORCED CEMENT CONRETE of M-25 grade using graded stone aggregate of 20mm max. size including machine mixing, weigh batching mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete specifications but excluding shuttering, formwork and steel reinforcement. (Minimum Cement content shall not be less than 388kg/cum of concrete.) etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
In foundations, footings, plinth beams, base of columns, flooring.
360
-
-
In columns, mullions, pillars, posts, struts
40
-
-
In beams, slabs, lintels, Staircase, bed blocks, chajjas, canopies, shelves, walls and window cills.
90
-
-
Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. upto first floor (not exceeding 4 mtr. height) and removal of the same for in situ reinforced concrete and in plain concrete work etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete
560
-
-
Columns, pillars, posts, struts, mullions etc.
550
-
-
Sides and soffits of beams, beam haunchings lintels, cantilever, girders, bressumers, soffits of suspended floors, roofs, balconies, chajjas etc.
625
-
-
Providing and fixing reinforcement for reinforced cement concrete using preferred make at all levels including supplying, cutting, bending, fixing, tying in position with 1.2mm dia soft drawn annealed binding wire etc. complete including cost of binding wire etc. complete as per drawings, specifications and as directed by EIC.
50
-
-
Note: 1.The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars manufactured in the brand name of preferred make shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength,Bend rebend test etc.
-
-
-
Note : 2. Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprisin of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractore at each satge right from sampling of testing .All charges ,transport taxes etc shall be borne by the contractor.
-
-
-
Note : 3. the contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost.
-
-
-
Note : 4. 1.20mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractore at their own cost and will not be measured for payment .
-
-
-
Note : 5. Other condtion as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained .
-
-
-
Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. at all levels including welding, painting with a primary coat of preferred make steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
5
-
-
Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS & circular hollow sections of Grade Yst 310 as per IS: 4923 at all levels including welding, painting with a primary coat of preferred make steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
11
-
-
Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, painting with a primary coat of preferred make steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)
1.5
-
-
Note:
-
-
-
1. Structural steel conforming to IS: 2062
-
-
-
2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from these firms and also testing from third party, if required to be arranged at no extra cost.
-
-
-
3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate.
-
-
-
4. All holes will be made by drilling only. Gas cutting of holes will not be permitted.
-
-
-
5. Electrodes manufactured by Preferred make only shall be used.
-
-
-
Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in foundation, plinth upto FFL and compound wall pillars including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. complete as per drawings, specifications and as directed by EIC.
40
-
-
Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in superstructure at all levels including double scaffolding, raking out joints, curing etc. complete as per drawings, specifications and as directed by EIC.
140
-
-
Half Brick masonry using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in partition walls in C.M. 1:4 at all levels, with stiffeners of reinforced cement concrete 1:2:4 (100mm x 100mm) size at every 900mm height including double scaffolding, raking out joints, form work for stiffeners, curing etc. complete as per drawings, specifications and as directed by EIC.
35
-
-
Note: Reinforcement will be measured and paid for separately under relevant item of schedule.
-
-
-
Cement concrete flooring 50 mm thick consisting of 38 mm thick cement concrete 1:1½:3 with 10mm size aggregate as under layer, and 12mm thick wearing surface with METALLIC FLOOR HARDNER cement being mixed with metallic floor hardener of preferred make quality and make in proportion of 4:1 (4 cement : 1 Metallic floor hardener) by weight and cement hardener compound mixed with 6mm down graded stone aggregate in the ratio of 1:2 by volume including, ramming, finishing, to required levels or slope, providing, dividing strips, curing etc. complete generally as recommended by the perferred make etc. complete.
-
-
-
With aluminum dividing strips of size 25mm x 3mm
1000
-
-
Cement plaster 20mm thick in skirting and risers to steps with cement mortar 1:3 finished with a coat of neat cement including rounding of junctions with floor where necessary curing etc. complete.
12
-
-
Supplying and filling in plinth with screened selected sand under floors, including watering, ramming, consolidating, finishing to level and dressing etc. complete.
5
-
-
Providing and laying rubber moulded reflective type factory made chamfered edge Cement Concrete interlocking paver blocks of following thicknesses in footpath, parks, lawns, drive ways or light traffic parking etc, of preferred make of M-35 grade strength, of preferred make size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. Note :- The cost of sand shall be paid separately under relavant item.
-
-
-
80mm thick interlocking paver blocks
100
-
-
Providing and fixing in position anodized (min of grade AC10) / powder coated (min 50 microns) Aluminum two track sliding windows using aluminium alloys extruded section as per preferred make confirming to IS: 733 and IS: 1285. The outer frame shall be of extruded aluminum vertical and horizontal rectangular sections of minimum size 61.00 x 24.00 x 0.84 mm thick, Bottom track sections of minimum size 61.00 x 31.00 x 1.50 thick, top & side members 61.00 x 31.00 x 1.50 mm thick and aluminum sections for frame of window sliding panels for top, bottom, verticle & interlocking members of minimum size 40.00 x 18.00 x 1.55 mm thick, including providing and fixing concealed type heavy duty (metal - body, hook & bracket) locking arrangement of preferred make shade and make, heavy duty roller (smoother carbon steel bearing type), PVC liner, aluminum angle cleats, S.S bearings, C.P. brass screws / stainless steel screws, mastic filling, nuts, washers, Rawl plugs, aluminum packing strips used for
-
-
-
anchoring system as per the requirements, transportation, cost of all labours, scaffolding if necessary, machinery, tests, chipping of walls, beams, columns, rectification of plaster, painting if required etc. and as directed by EIC. Including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Including providing and fixing float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm) with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.
-
-
-
With anodized aluminum section (min of grade AC10) of preferred make shade
15
-
-
Providing and fixing in position anodized (min of grade AC10) / powder coated (min 50 microns) aluminum doors with extruded and integrated aluminum sections as per preferred make confirming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and middle horizontal section of door shall be min 80 mm x 44 mm and of thickness minimum 2 mm. Top and bottom horizontal section of door shall be min 120 mm x 44 mm and of thickness minimum 2 mm Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
Including providing and fixing in position 5mm thick glass or opaque using 12mm thick laminated particle board.
-
-
-
Specifications of glass:- clear sheet glass/float glass of preferred make and of 5mm thickness fixed to aluminum partitions with edges champhered (wherever required) with PVC/Neoprene Gasket Lining etc. complete.
-
-
-
Specifications of laminated board:- 12 mm thick both side laminated particle board of preferred make exterior grade - 1, Type II confirming to IS 12823 bonded with Phenol Formaldehyde Resin (Novapan/ECO board or any other preferred make equivalent) in doors using necessary preferred make standard aluminum beadings including wastages, if any, fixing to existing framework with C.P. brass / stainless steel screws as required and other incidental charges etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
Anodized aluminum (min of grade AC-10) doors, fully glazed with 5 mm thick glass or opaque using 12mm thick laminated particle board and the vertical members are internally braced with 12mm dia MS long bolt, SS handle on both sides as preferred make, floor spring/door closer of Godrej make, concealed tower bolts, locking arrangements using SS aldrop 16mm dia and 300mm long etc. complete as per drawings, specifications and as directed by EIC.
10
-
-
Providing and fixing in position anodized (min of grade AC10) / powder coated (min 50 microns) wall span with extruded and integrated aluminum sections as per preferred make conforming to IS: 733 and IS: 1285 aluminum beading, PVC lining, CP brass / stainless steel screws, mastic filling, nuts, washers etc. complete including cost of p/f 5mm thick float glass and/or apaque using 12mm thick laminated particle board, scaffolding if necessary, chipping of walls, beams, columns, rectification of plaster, painting if required. Vertical and horizontal section of wall spans shall be min 63 mm x 38 mm and of thickness minimum 1.85 mm. Snap beading shall be minimum 0.41 mm thick. Cleat angles shall be minimum 25 x 25 mm and thickness 2 mm. The spacing of verticle and horizontal sections shall be in the range of 0.90 m to 1.50 m centre to centre etc. complete as per drawings, specifications and as directed by EIC.
15
-
-
With anodized aluminum section (min of grade AC10) of preferred make shade
-
-
-
Providing, fabricating, supplying and erecting factory made single/double leaf metal flush door insulated with polyurethane foam (density of PUF shall be 40kg/m³) of “preferred make consisting of 1.5 mm galvanised pressed steel frame of size 105mm x 57mm with suitable stiffeners and 1mm prime quality galvanised pressed steel shutter, 35mm thick shutter with necessary stiffeners for hardware, with applying a coat of two pack epoxy primer and two coats of polyurethane paint above etc. complete including providing & fixing vision panel using 4mm plain glass, aluminum/CPMS fittings, fixtures heavy duty Stainless steel hinges, Godrej make door closure and locking arrangements with screw and check for correctness of recesses and stiffening plates for all fittings & fixtures including the cost of grouting the hollow portion of door frame with cement concrete 1:2:4 etc. complete. Note: Fittings & fixtures shall be as indicated in tender drawing.etc. complete as per drawings, specifications and as directed by EIC.
40
-
-
Providing and fixing in position STEEL WINDOWS ofpreferred make side hung/ top hung or Fixed (frames and sections as per IS 7452-1982, IS1038-1983 and IS 1361-1978 with all necessary M.S. fittings, frames, mullions, shutters, of preferred make manufacturer) including fixing as per IS 1081-1960 to brick masonry wall or concrete members with necessary lugs/rawl plugs, screws and making good the masonry, silicon sealent filling and providing and fixing 4mm thick clear glass ofpreferred make and fixing glass with 10x10mm anodised aluminum beading with screws, rubber lining, corner clips, antifungal paint including M.S. oxidised fixtures such as peg stays, handles 12mm guard bars @ 100mm c/c and applying a coat of preferred make steel primer etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
Side hung and top hung
35
-
-
Fixed and louvered
85
-
-
Providing and fixing electrically operated steel rolling shutters as per IS-6248 of preferred make made from M.S. laths (80mmx1.20mm) size including all necessary fixtures, fittings, 1.20mm thick MS top hood, guide channels, including cost of 400/450V(+/-10),50Hz three phase 900 W AC Motor with Shutter Travel Speed:- 4 rpm, Lifting Height:- up to 10.00 meter, Lifting capacity: -1500 Kg (came/leaptor make with One Year warranty) and cost of brackets, chain Arrangement for manual operation in case of power failure, flanges, Bearings,gears & Shafts,Remote control, Limit switches for setting up of top and bottom positions, push button starter control unit with steel box, 1.5 mm² - 4 Core with Casing cable up to 15.00 mtrs. length, labour for installation and cleaning, servicing, greasing , 100mm dia MS hollow shaft , welding, drilling, straightening, grinding, scaffolding, ladders, tools, tackels,
22
-
-
fixing the guides in masonry/concrete etc. with necessary coach screws/anchor fasteners, nuts, bolts, with all consumables such as lubricants, kerosene, grease etc. including painting with two coats of synthetic enamel paint over a coat of preferred make steel primer and small screws, washers, keys etc. demonstrating proper functioning of the shutters etc. etc. complete as per drawings, specifications and as directed by EIC. as per drawings, specifications and as directed by EIC.
-
-
-
Cement plastering at all levels for internal walls ceilings with cement mortar 1:4 over brick walls or concrete surfaces, including hacking of concrete surfaces, double scaffolding, curing etc. etc. complete as per drawings, specifications and as directed by EIC. as per drawings, specifications and as directed by EIC.
-
-
-
12mm thick
170
-
-
20 mm thick
920
-
-
Sand faced plaster 20mm thick in 2 coats over exterior masonry and concrete surfaces at all heights with base coat in cement mortar 1:4, 12mm thick and finishing coat in cement mortar 1:3, 8mm thick final rendering, double scaffolding wherever necessary, hacking of concrete surfaces, curing etc. etc. complete as per drawings, specifications and as directed by EIC. and addition of waterproofing compound @ 2% of weight of cement for the base coat etc. etc. complete as per drawings, specifications and as directed by EIC. as per drawings, specifications and as directed by EIC.
750
-
-
Waterproof cement plaster in cement mortar 1:3, with waterproofing compound @ 2% by weight of cement including double scaffolding, curing, hacking of concrete surfaces etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
12mm thick
260
-
-
20mm thick
80
-
-
Providing and fixing in position 24 G G.I. Chicken wire mesh of size 15mm x 15 mm fixed at the junction of beam and wall, junction of column and wall including cutting to required size, tying the mesh to bars/nuts which are properly welded to the metallic inserts or tying with 16 G annealed binding wire, removing all undulations, tight fixing and including cost of all materials and labours etc. etc. complete as per drawings, specifications and as directed by EIC..
30
-
-
Providing cement based waterproofing treatment to New Terraces, chajjas cleaning the concrete surfaces, giving injections to top slab as required with cement and preferred make waterproofing compound solution to fill up all inherent holes, voids honey-combs etc. in the concrete slab, setting brick bat coba in waterproof mortar 1:3 with necessary gradient for easy flow of water and continue the treatment along the inner faces of parapet or other adjoining wall up to a height of 300mm in the shape of vatas, with waterproof plaster 1:3 finished smooth with trovel in geru with false markings of 300mm squares including the cost of providing & fixing the chicken wire mesh before finishing the surface etc. etc. complete as per drawings, specifications and as directed by EIC.. (The treatment shall be tested by ponding water for a period of 10 days).
-
-
-
Note:
-
-
-
1. If due to location of rain water pipes the thickness of treatment exceeds 110mm, for easy flow of water, provision is to be made of extra brick relevant item in this chapter.
-
-
-
2. The waterproofing treatment is to be GUARANTEED for bone dry condition for a period of 10 years.
-
-
-
3. An amount @ 10% of the value of the item shall be withheld by the department for a period of 10 years from the date of completion.
-
-
-
4.The measurement for payment shall be the entire area of terrace/chajja covered by the treatment measured between brick/concrete parapets without plaster and the area of vatas calculated by taking the length of vatas and the height above the finished level of the terrace/chajja.
-
-
-
Terraces - average thickness 110mm with cement geru finish
290
-
-
Providing & Fixing of preferred make Lay-in Tile Perforated False Ceiling on 24mm ‘T’ Framework of module 600mm x 600mm. Panels made out of 0.7mm thick perforated sheet 2.5mm dia 5.5mmc/c aluminum alloys 3105 of size 575mm x 575mm manufactured by preferred make and Pre treated panel shall be oven baked through conversion coating, priming and finish coat ensuring superior adhesion & painted on both sides,inside surface to have a primer of 5 microns and a coat of natural colour of 5 microns, exposed surface to have a primer of 5 microns, binder of 5 microns and topcoat of preferred make colour of 15 microns. The panel end shall be raised upward by 38mm and bend outward to lay the tile in framework. Grid system for fixing ceiling tiles shall comprise of Tees. The 24mm main tee runners shall be suspended at an interval of 1200mm centre to centre.
50
-
-
The 24mm cross tee runner shall be suspended at 600mm centre to centre and further supported with 24mm cross tee at 600mm centre to centre with interlocking arrangements to form grid of 600mm x 600mm. The main tee shall be supported by means of 4mm G.I. rod from slab/roof. The suspension shall be provided at 1200 to 1500mm centre to centre etc. including fixing with necessary screw/bolts, drilling holes in the ceiling, floor or walls, fixing with anchor fasteners wherever required, hold down clips, hanger rods, providing extra frame work around openings etc. etc. complete as per drawings, specifications and as directed by EIC. as per drawings, specifications & as directed by Engineer - in- Charge.
-
-
-
Painting plastered surfaces with two/three coats of Acrylic emulsion paint of preferred make shade and make over one coat of preferred make cement primer including preparing the surfaces, filling with full wall putty, scaffolding and cleaning etc. etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
Two finishing coats over a coat of primer
320
-
-
Repainting of old painted surfaces with two coats of paint of preferred make shade and make including preparing the surfaces, removal of old paint, if any, sand papering, filling with putty as required, scaffolding and cleaning etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
On plastered surface:
-
-
-
Using ACRYLIC EMULSION paint
370
-
-
Painting the old exterior walls and roof with two coats of preferred make shade including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling with putty, scaffolding and cleaning etc. etc. complete as per drawings, specifications and as directed by EIC..
270
-
-
Painting New exterior walls with two coats of Waterproof cement paint of preferred make shade including preparing the surfaces, filling with putty wherever required, scaffolding and cleaning etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
ON SANDFACED PLASTER SURFACES
-
-
-
Using SNOWCRYL XT/ APEX ULTIMA
1025
-
-
Providing & fixing EUROPEAN WATER CLOSET suite comprising of :
3
-
-
a. White vitreous china pedestal type water closet (European type W.C. pan) in vitreous Chinaware with internal 'P' or 'S' trap conforming to IS: 2556 Strap preferred make.
-
-
-
b. PVC, low level flushing cistern 10 litres capacity of preferred, mounted brackets with double syphonic pattern and all internal fittings conforming to IS: 7231.
-
-
-
c. 15mm n.b. heavy quality P.V.C. inlet connection with brass unions connected at ends.
-
-
-
d. 15mm n.b. screw down heavy quality, fancy variety C.P. brass Two nos. stop cock of preferred make. conforming to IS:8931.
-
-
-
e. Solid plastic heavy quality seat with lid of preferred make and colour with C.P brass pillar hinges, conforming to IS :2548 (Part I and II)
-
-
-
f. Health faucet (Hand Shower) with 8mm dia. 1.2 metre long Flexible tube & wall hook of preferred make .
-
-
-
g. Jet spray (butterfly) with 1.00m long heavy quality PVC tube & nozzle of preferred make
-
-
-
Providing & fixing best quality wash basin of size 550mm x 400 mm with plain rims, comprising of :
4
-
-
a. Best Indian make wash basin in white glazed vitreous of preferred make conforming to IS:2566 Part IV supported on suitable wall brackets and of size mentioned above.
-
-
-
b. One number heavy quality 15mm n.b. C.P. brass pillar cock with jam nut of easy clean variety of conforming to IS: 1795
-
-
-
c. One number 15 mm n.b. heavy quality PVC inlet connection with brass union connection with brass solder joints at ends.
-
-
-
d. One number 15mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock of preferred make.
-
-
-
e. One number 32 mm n.b. heavy quality C.P. brass waste coupling with rubber plug and C.P. chain.
-
-
-
f. One number 32 mm C.P. BRASS heavy quality BOTTLE trap of preferred make with extension piece and wall flange etc. etc. complete as per drawings, specifications and as directed by EIC. of Dripless type.
-
-
-
Providing and fixing large flat back half stal Urinal of size 610mmx400mmx380mm of preferred make supported on suitable wall brackets with 32mm n.b. heavy quality preferred make C.P. brass bottle trap with extension piece and wall flange suitable heavy quality C.P. brass waste coupling including C.P. dome grating etc. etc. complete as per drawings, specifications and as directed by EIC. as per specifications.
4
-
-
Providing and fixing best quality preferred make colour and shade MARBLE PARTITION slab 12 to 14 mm thick and of size 1000mm x 650mm, polished on both sides, machine cut edges with rounded exposed corners including fixing in wall after cahsing with cement mortar or adhesive in proper level and line etc. all etc. complete as per drawings, specifications and as directed by EIC. as per specifications and drawings.
3
-
-
Providing and fixing factory made 30 mm thick pre laminated PVC door shutter (conforming to IS: 4020) with PVC door Frame (Choukhat) of preferred make consisting of followings :
8
-
-
1. PVC door frame of size 50x47mm with wall thickness of 5mm, made out of extruded 5mm thick rigid PVC foam sheet, mitred ar corners and joined with 2nos. 150mm 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, etc. complete as per drawings, specifications and as directed by EIC. as per manufacturer's specifications and as directed by Engineer-in-Charge.
-
-
-
2. PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and of size 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of preferred make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive.
-
-
-
An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive & including all fittings, fixtures, etc. etc. complete as per drawings, specifications and as directed by EIC. as per direction of Engineer-in-charge, manufacturer's specification & drawing. Note: Fittings and fixtures shall be as indicated in the tender drawing.
-
-
-
Providing and fixing in position beveled or plain edge mirror of size 600x450 mm made out of best indian glass of 5.5 ± 0.5mm thick, manufactured by preferred make mounted on PVC sheet backing with decorative PVC frame fixed in position with C.P. brass screws wth rawl plugs etc. compete.
4
-
-
Providing and fixing C.P. brass Towel rods of preferred make of size 600mm long x 19±1mm with a wall flanges fixing on wall using C.P. brass screws, rawl plug etc all etc. complete as per drawings, specifications and as directed by EIC..
4
-
-
Providing and fixing in position liquid soap dispenser of preferred make with C.P. brass brackets, cap etc. fixed to wall with C.P. screws and rawl plugs all etc. complete as per drawings, specifications and as directed by EIC..
4
-
-
Providing and fixing heavy quality C.P. brass screw down 15mm n.b. Bib taps of preferred make on G.I. pipe line conforming to IS:781
5
-
-
Providing and fixing in position best Salt Glazed Stoneware Gulley Trap with 150mm x 150mm square inlet and 100mm n.b. outlet conforming to IS : 651 including embedding the trap in 1:3:6 cement concrete, 150mm x 150mm C.I. grating at top, constructing brick masonry chamber 300mm x 300mm (internal) in 200mm thick brick masonry, embedding the trap plastering with cement mortar 1:4, 20mm thick inside, outside and all exposed faces, finished with a floating coat of neat cement, providing and fixing C.I. frame and hinged cover weighing not less than 7kg, painting the grating, frame and cover with two coats of preferred make bitumastic paint etc. etc. complete as per drawings, specifications and as directed by EIC..
3
-
-
Construction of Inspection Chambers of internal clear dimension 900x600mm in 200mm thick brick masonry in cement mortar 1:6 over a bed of 150mm thick 1:3:6 cement concrete foundation, plastering with cement mortar 1:4, 20mm thick on inside, outside and all exposed surface finished with a floating coat of neat cement, 1:2:4 cement concrete for benching and channel finished with net cement, brick corbelling at top to provide clear opening of 900mm x 450mm, providing and fixng C.I. steps weighing not less than 3.5 kg/each at 300mm centre to centre etc. etc. complete as per drawings, specifications and as directed by EIC. - depth of chamber not exceeding 900mm.
2
-
-
Providing, laying or fixing preferred make quality PVC RAIN WATER PIPES & FITTINGS of preferred make conforming to IS : 13592, with necessary clamps or concealed in walls including jointing with preferred make solvent ,clamping, and scafolding etc. etc. complete as per drawings, specifications and as directed by EIC.. as per specification and direction by Engineer In charge.
-
-
-
110mm dia PVC pipes
220
-
-
Providing, laying, jointing, fixing, testing and painting as per colour code of RRCAT heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preferred make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings required for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floor, chasing in walls, roof slabs and making good the same to the orifinal conditions, testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
15mm n.b.
30
-
-
20mm n.b.
30
-
-
25mm n.b.
30
-
-
32mm n.b.
25
-
-
Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preferred make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. as per specifications and as directed by Engineer-in-charge.
-
-
-
32mm n.b.
3
-
-
Providing and fixing C.I. Floor trap of self cleansing design with 75mm outlet having a minimum water seal of 50mm with stainless steel grating on top including necessary 1:2:4 cement concrete for embedding the trap etc. confirming to IS:3989 and as per specifications all etc. complete as per drawings, specifications and as directed by EIC..
6
-
-
Providing, laying or fixing in position under floors or against walls centrifugally cast (spun) Iron or sand cast Iron socket and spigot soil, waste, ventilation pipes and fittings including cost of all fittings like bends, offsets, tees, tapers, collars, connectors, plugs, shoes etc. conforming to IS: 3989 and IS: 1729 respectively, including cost of jointing with tarred spun (jute) yarn and molten pig lead, caulking the joints, including testing, painting with two coats of preferred make paint over a coat of primer etc. etc. complete as per drawings, specifications and as directed by EIC. as per drawing, specifications and as directed by Engineer-in-charge.
-
-
-
75mm n.b. pipes (with 0.90 kg of lead per joint)
10
-
-
100mm n.b. pipes (with 1.00 kg of lead per joint)
20
-
-
Providing and fixing wrinkle free sun control polyester film to the glasses of windows/ aluminum wall spans in preferred make reflective shades including cleaning of windows/glasses properly, cutting of film properly, fixing of preferred make of preferred make adhesive on window glasses & polyester film and fixing of film including all labours, materials, adhesive and any other material required for fixing the polyester film to the glasses etc. etc. complete as per drawings, specifications and as directed by EIC..
25
-
-
Non Slippery Ceramic tile flooring/dado using 6mm thick matt finished ceramic tiles of sizes as mentioned below, 1st quality of preferred make over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching cement slurry using white cement pigment mixed with, finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
For flooring using tiles of size 300x300mm, 450x450mm
30
-
-
For Dado/Skirting using tiles of size 300x450mm
75
-
-
Supplying, lowering, laying, RCC Socket & Spigot (S&S) spun pipes (Class NP2) of IS : 458 with necessary collars, laid to correct grade and levels at all depths including cutting to length, jointing with hemp yarn and C.M. 1:1, caulking the joints and finishing, curing, testing etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
150mm n.b
20
-
-
300mm n.b.
20
-
-
Providing, Hoisting and installing at required elevation moulded three layer HDPE cylindrical vertical water storage tanks of preferred make of the following capacities with suitable S.M. C. cover at top including the cost of labour for making hole in the storge tank for inlet, outlet, scour and overflow, providing and fixing necessary GI nipples ranging from 15mm to 50 mm n.b. of average 150mm length with double check nuts, washers, 25mm dia. ball valve (brass) with brass spindle of preferred make quality etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
500 litres capacity HDPE water storage tank
2
-
-
1000 litres capacity HDPE water storage tank
1
-
-
Providing and fixing laminated closed cell Polyethylene foam joint filler 20mm thick of preferred make for expansion joint or other places including cutting, positioning, supporting, scaffolding and filling with preferred make sealing compound etc., etc. complete as per drawings, specifications and as directed by EIC..
30
-
-
Providing and fixing in position Aluminum partitions, doors, windows, ventilators, louvers, fixed glazing, sliding windows, north light glazing, aluminum rough ground etc. with extruded and anodized (10 microns) to natural aluminum colour, aluminum sections, anodized aluminum beadings, anodised aluminum sheets manufactured to relevant IS codes and using minimum 2mm thick (or as specified) heavy sections of preferred make including cost of pivots, preferred make door and window handles, EPDM gasket, PVC/Neoprene Gasket lining, stainless steel screws, mastic filling, weather strips, tower bolts, nuts, washers etc. as required etc. complete as per drawings, specifications and as directed by EIC. as per drawing, specifications and as directed by Engineer-in-Charge.
10
-
-
Providing,fabricating, installing and fixing in position 4mm thick aluminum composite panels of required size over aluminum frame work for ceiling, masking, fascia,cladding ,etc. for linear as well as curvilinear shape for all heights and all levels etc.,consisting of aluminum section of size 50 x 25 x 2mm th. rect. tubes for frames including cutting the members to required size, fixing by aluminum angle cleats of size 50x50x2mm thick to horizontal and vertical members placed @ 600 mm & 1200 mm respectively, as per design requirement, fixing the aluminum frame secured to walls,floor and ceiling/hang to existing frame work. The frame members shall be cladded by using 4.0 mm thick prime quality aluminum composite panels preferred make shades made out of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick).manufactured by preferred make etc. Using 3M –VHB tape and sealent for fixing aluminum panels/glass, necessary filling up of gaps at junctions, top, bottom and all sides by glass sealent
30
-
-
(No. 789 of Dow Corning or equivalent), all fittings and fixtures necessary for fixing of panels, screws/rivets, G.G.I. wire etc., making cut outs, fixing extra frame work and necessary arrangements for opening for supply/return air slit, lighting fixtures, etc. etc. complete as per drawings, specifications and as directed by EIC. as per drawings, specifications and as directed by Engineer in charge.
-
-
-
Providing and fixing 0.50 mm TCT color coated galvalume (Color Star Profile) sheets ofpreferred make /Multicolor, in roof, facia including all overlaps metring, supplying and fixing 'J' hooks, bolts, nuts and washers as per manufacturers code of practice and cutting the sheets as required including the cost of scaffolding, work at all heights etc. etc. complete as per drawings, specifications and as directed by EIC..
150
-
-
Providing and fixing roof sheeting in two layers at all heights, 0.5 mm thick TCT colour coated fully screwless Galvalume sheets joined to double lock standing seam with 52 mm depth & 350-550 mm pitch or equivalent size of preferred make in top & 0.50 thick color coated multi ribbed linear panels at bottom of roof including all overlaps, mitring and expandable S.S. clips with HAT section @ 1.20 M c/c or spacing of existing purlin to join the sheets to purlin as per manufacturer's code of practice, Base material for both the sheet shall be Galvalume panels and have a minimum yield strength of 340 Mpa and shall conform to the physical specifications of ASTM A 446(Grade D)/ ASTM A 755(Grade 50) / A653 (Grade 50)with Galvalume coating conforming to ASTM A 792- AZ 150 ( 150 gm. Per sqm.), including p/f top/bottom ridge, S.S. end flashing, E.T.P. closures
50
-
-
raindowntakes, gutter sheets, facia etc. matching with profile panels and cutting the sheets as required including jointing screwless sheet using electric portable seamer at site and liner panels using self drilling & self taping fastneres, sealers, cost of scaffolding work at all heights including providing and fixing 50 mm thick rock wool slab insulation (48 kg/cum density) with factory made laminated aluminum facing FSK vapour barrier (Aluminum foil) on one side on top of linear panels etc. etc. complete as per drawings, specifications and as directed by EIC. as per specification as directed by Engineer-in-Charge.
-
-
-
Providing & fixing in position 50mm thick heavy density THERMOCOLE (density not less than 18kg/m³) in ceilings for under deck insulation at all heights, tying thermocole to ceiling with 10 G G.I. wire including cutting to required size, sticking with bitumen & sealing the joints with preferred make bitumastic compound etc. etc. complete as per drawings, specifications and as directed by EIC. including cost of all materials and labours involved for etc. complete as per drawings, specifications and as directed by EIC. work etc. as per specification.
100
-
-
Providing & fixing in true horizontal level M/F suspended false ceiling (FR-120 min) system manufactured by preferred make Ultra perimeter channels (27mm web and 20 & 30mm flange) fixed to wall with rawl plug and screws, at 610mm centres along the perimeter of ceiling, intermediate channels(45mm web and 15mm each flange) from the soffit at 900mm centre with ceiling angle (25x10mm,0.55mm thick) fixed to soffit @ 1220mm c/c with GI cleat and steel expansion fasteners to form a grid of 900mm x 1220mm. Ceiling section (51.5mm web and 26mm each flange)fixed to intermediate channel with the help of connecting clip and in direction perpendicular to the intermediate channel at 457.5mm centres. Single layers of 15mm tapered edge preferred make Fireline fixed to ceiling section with screws at 230mm centres,
-
-
-
Square and tapered edges of the boards to be jointed and finished flush look including filling and finishing with jointing compound, paper fiber tape and two coats of drywall top coat etc. etc. complete as per drawings, specifications and as directed by EIC..
-
-
-
False ceiling/masking suspended by anchor rods fixed with anchor fasteners and 15mm tapered edge Single layersof preferred make Fireline board panel on one side.
205
-
-
Providing and fixing C.I. Frame and cover (conforming to IS: 1726) of size, weight and numbers as specified in schedule ofmanholes and inspection chambers including cost of necessary 1:2:4 cement concrete and 1:4 cement mortar for fixing, painting the frame and cover with two coats of preferred make paint of preferred make shade etc. etc. complete as per drawings, specifications and as directed by EIC.
80
-
-
Providing pre-construction anti-termite treatment (with chloropyrifos 1% concentration) generally as per IS 6313 (Part-II)-1981 guaranteed for ten years etc. complete as per drawings, specifications and as directed by EIC.. The treatment shall comprise of following stages :-
900
-
-
a). Treatment around foundation, footing & columns :- Soil poisoning from the depth of 500mm below ground level around RCC/Brick foundations, columns, plinth beams, walls, etc. with chloropyrifos (1% concentration) @ 7.50 litres per sq.m. of vertical surface including rodding the earth at 150mm centre to centre close to the column/ beams/walls surfaces, spraying the chemicals so as to soak the soil right to the bottom etc. complete as per drawings, specifications and as directed by EIC. including tamping back the soil into place after this operation.
-
-
-
b). Treatment around internal/external walls or plinth beams :- Soil poisoning from the ground level upto the level of filled up earth surface around junction of internal/external wall and floor with chloropyrifos (1% concentration) @ 7.50 litres/m². of vertical surface so as to establish continuity of the vertical chemical barrier on inner wall surfaces from ground level including making a small channel of size 30mm x 30mm, rodding the channel at 150mm centre to centre to pour the chemical, spraying the chemicals so as to soak the soil right to the bottom etc. complete as per drawings, specifications and as directed by EIC. including tamping back the soil into place after this operation.
-
-
-
c). Treatment of soil below sub grade of floor :- Soil poisoning of the top surface of the filled earth within plinth wall with chloropyrifos @ 5.00 litres/m². of the surface including making hole 50 to 75 mm deep at 150mm centre to centre both ways.
-
-
-
d). Treatment of soil along external perimeter of building :- Soil poisoning along external perimeter of the building including making holes with iron rods, 300mm deep @ 150mm intervals filling these holes with chloropyrifos @ 7.50 litres/m². of the perimeter walls. In the event of filling being more than 300mm, the external perimeter treatment shall extend to the full depth of filling upto the ground level so as to ensure continuity of the chemical barrier.
-
-
-
Note: The amount @ 10% of security deposit deducted from the item shall be withheld by the department for a period of 10 years from the date of completion (as per service guarantee).
-
-
-
Providing and fixing in position 9 mm thick first class double charged vitrified porcelain tiles conforming to IS:15622, of preferred make manufacturer of size 600mmx 600mm of preferred make color, pattern and design for flooring, skirting or dado laid in floor, wall of existing concrete or plastered surface over 20 mm thick cement mortar 1:3 bedding close jointed and pointed with matching slurry @ 3.30 kg/sqm using white cement with pigments finished to levels, slope or plumb as required including cement mortar bedding, cutting of tiles to required size and curing, acid washing etc. etc. complete as per drawings, specifications and as directed by EIC..
170
-
-
Preparing the surface and etching with 10% commercial hydrochloric acid wherever necessary, neutralising the etched areas by washing with 5% solution of soda ash, applying one coat of pigmented epoxy based primer followed by one coat of epoxy based trowelling compound, cutting and grinding the surfaces wherever necessary using waterproof quality emery paper and applying three finishing coats of epoxy based polyamine/polyamide cured special acid and alkali resistant paint of preferred make & tint including preparing surfaces, scrapping, filling holes, cracks, joints, wherever necessary with epoxy based trowelling compound, cost of all materials, scaffolding and labour and as per manufacturer's recommendations.etc. complete as per drawings, specifications and as directed by EIC.
-
-
-
With POLYAMIDE cured epoxy paint
50
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements