Bhabha Atomic Research Centre Tender
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Bhabha Atomic Research Centre - BARC Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Nov 2024
Closing Soon29 Nov 2024
Tender Amount₹ 2,62,81,925
Costs
EMD
₹ 5,25,639Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
General Civil Work Of Rehabilitation And Repairs Of Building Cirus Workshop
Description
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Contact
Tender Id
2024_BARC_833543_1Tender No
BARC/RRMD/ET/2/2024-2025 Date 01/11/2024Tender Authority
Bhabha Atomic Research Centre ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying in position Cement Concrete of 1:2:4 (1 cement, 2 coarse sand ,4 graded stone aggregate of nominal size 20 mm ) including consolidation, finishing curing etc. complete as per specification and but excluding the cost of Formwork shuttering, centering and steel reinforcement Up to plinth level complete
30
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-
Providing and laying in position cement concrete of 1:1:2 at all levels(1cement, 1crushed sand, 2 graded stone aggregate of nominal size 20mm)including consolidation, finishing, curing etc.complete all as per specifications but excluding the cost of Formwork shuttering, centering and steel reinforcement completeas per specifications and drawings at all levels
10
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-
Extra for RCC/ PCC Using Ready Mix Concrete from outside project area including transporting and pumping from approved batching plants complete
40
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-
Providing , centering ,shuttering Form work using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per specifications and as directed by the Engineer-in-charge at all levels
120
-
-
Cutting of tree girth / branches beyond 30cm upto and including 60cm girth (measure data height of 1m above ground level) including cutting of trunk sand branches, removing the root sand stacking of serviceable material and disposal of unservice able materials complete as per specifications and as directed by the Engineer-in-charge.
10
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-
Dismantling old internal plaster or skirting, raking out joints ,cleaning and scaffolding , disposal of debris to the dumping ground within 150 metres lead, preparation of surface.
2700
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-
Providing 18mm thick cement plaster skirting with C.M1:3 using crushed sand (upto 30cm height)finished smooth with a floating coat of neat cement as per specification sand as directed
2700
-
-
Providing 15 mm thick plastering using Ready mix internal plastering compound of approved make for internal faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning, scaffolding complete all as per specifications and as directed at site by the Engineer-in-charge
2100
-
-
Dismantling old external plaster or skirting, raking out joints ,cleaning and scaffolding, disposal of debris to the dumping ground within 150 metres lead, preparation of surface,
3900
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-
Providing 20 mm thick plastering using Ready mix external plastering compound of approved make for external faces of brickwork / concrete surfaces including preparation of the surface, curing, cleaning scaffolding up to 10 metres height complete.all as per specifications including forming drip moulds wherever necessary and as directed by the Engineer-in-charge
4400
-
-
Providing Reinforcement Steel for reinforced cement concrete at all levels including supplying, preparation of bar bending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and as directed by the Engineer-in-charge at all levels. Steel Supplied by the Contractor- FE 500 D Grade. Note: 1) Reinforcement Steel of specified grade manufactured by Main Producers SAIL, TATA & VIZAG (RINL) to be procured along with test certificates. 2) The contractor shall supply documentary evidence of purchase of steel, Test certificate from approved manufacturers and also third party testing from approved laboratories with out any extra cost. 3) Dia. of bare GI binding wire shall be 1.2 mm excluding the thickness of PVC coating. Binding wire required for the work will have to be supplied by the contractor at their own cost
2500
-
-
Providing structural repairs in old damaged concrete structures/surfaces with approved Polymer with following operations 1)Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2)Cleaning the re-bars with Acetone for complete rust removal and washing with water to make the surface clean. 3)Applying protective coat/bond coat using polymer and cement in the proportion of 1;1.5 (1part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4)Reinstate the area with polymer modified mortar in layers of maximum 20mm with the proportion of Cement 50Kg :washed and dried river sand 87.50kg; silica sand 37.50Kg. mixed with 10litres of Polymer (or1Kgcement:1.75kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer) 5) If thickness of repair exceeds 20mm,after every 20mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer.This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used. Note: Scaffolding will be paid separately under relevant item
5400
-
-
Providing and fixing double tubular scaffolding system using Hframes with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centrehorizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircasesystem in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding
4200
-
-
Structural steel work at all levels including supplying, cutting, fabricating, welding, erecting & fixing in position, including painting with a primer coat and 2 coats of synthetic enamel paint.
1800
-
-
Repainting of walls, columns,beams & other civil structures / MS structures like trusses, purlins etc with two coats of Synthetic enamel / plastic emulsion paint of approved shade & make over two coats of primer including preparing the surfaces, removal of old paint, if any, sand papering & cleaning, cost of all materials, labour, all as per specifications and as directed by Engineer -in-Charge.
2100
-
-
Supply of material & labour cost for exterior painting of walls of Cirus workshop of approved shade of High Build protective, anti carbonation, UV resistant, elastomeric exterior grade paint (Clearseal manufactured by APURVA Buildcare technologies Pvt Ltd. Or equivalent approved make) of required shade, minimum dry film thickness of 250 microns achieved in two or more coats including one suitable primer coat of clearseal with water in ratio of 1:2 and 2 coats of finishing coat without water (Overall consumption of 8.25 litres per 10.00 sq.m) including surface preparation by mechanical tools by manual chipping and wire brushing and cleaning with sand paper to remove loose rust and high pressure jet water cleaning as per tender specifications or as directed by EIC. .
4200
-
-
Demolishing Stone rubble masonry (In cement mortar)manually/by mechanical means carefully without damaging adjacent structures including stacking of serviceable material sand disposal of unserviceable materials within 100m lead as per direction of Engineer-in-charge
40
-
-
Providing and constructing Random Rubble masonry using approved Rubble stone in foundation and plinth in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing below ground level / plinth level, curing etc. complete as per drawings and specifications.
9
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-
Providing and constructing Random Rubble masonry using approved Rubble stone in super structure (above plinth) in C.M 1:6 (using crushed sand) including raking out joints or simultaneous flush pointing above ground level / plinth level and up to and including 20 m height including scaffolding, curing etc. complete as per drawings and specifications.
31
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-
Providing FLUSH (including groove) pointing on stone masonry with cement moratr 1:3 using river sand as per specifications and as directed at site by the Engineer-in-charge.
4700
-
-
Repainting of concrete floors, equipments & machineries, Pipe lines, steel & civil structures etc by epoxy paints (two coats) with Apcodur CF 641 / Protectomastic / Neromastic 400 including all the materials and including epoxy putty as per tender specification & as directed by EIC.
2600
-
-
Dismantling of doors, windows & clear storey windows (Steel or wood) including shutters & chowkhats (frames), Architraves, holdfasts, etc. complete & stacking within 50 metres lead of area 3 sq. m & below.
4
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-
Dismantling the mosaic tile/white glazed tile/kota stone etc in flooring/dado/skirting etc. including, dismantling of bedding mortar, stacking of materials within 50 metres lead & disposing of debris within 150 m lead.
42
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-
Demolishing brick work in cement mortar, stacking of serviceable material & disposal of unserviceable material within 50 metre lead.
11
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-
Removing / dismanting the Wash Basin along with all connections, including chiselling and removing the embedded portions, all inter connections and proper plugging of the inlets and outlets to prevent water flow etc. from all the floor
1
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-
Removing / dismanting the Mirror along with all peripherals
1
-
-
Removing / dismanting the EWC/ WC with flushing cistern including connection and fittings
1
-
-
Removing / dismanting the Existing GI/CI/PVC etc. pipe line along with all fittings & specials includig the embedded parts, fixtures, by chieselling etc. complete as directed.
15
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-
Half brick masonry using bricks as specified in partition walls in cement mortar 1:4, including scaffolding raking out joints, curing etc. complete and with stiffeners of reinforced cement concrete 1:2:4 (105 mm x 75 mm) size at every 900 mm height including reinforcement
26
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-
Ceramic tile flooring / dado using 6 mm thick matt finished ceramic tiles of sizes as mentioned below 1st quality ("Johnson" or other approved equivalent) over 20 mm thick cement morar 1:3 bedding, close jointed and pointed with matching cement slurry white cement pigment mixed with finished to levels slope or plumb as required including cutting of tiles, curing, acid washing etc. complete with anti skid type for Flooring with Approved tiles of size 200 mm x 300 mmx6mm /300 mm x 300 mm x 6mm and above
30
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-
Ceramic tile flooring / dado using 6 mm thick matt finished ceramic tiles of sizes as mentioned below 1st quality ("Johnson" or other approved equivalent) over 20 mm thick cement morar 1:3 bedding, close jointed and pointed with matching cement slurry white cement pigment mixed with finished to levels slope or plumb as required including cutting of tiles, curing, acid washing etc. complete with Dado / Skirting with tiles of sizes 600 mm x300 mm or 320 mm x 480 mm or 12" x 16" of specification as specified 1) MONPORASA, 2)RECTIFICADO CONCEPT A TILES, 3) CONCERT "A" TILES(STRAIGHT EDGE) or approved equivalent
110
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-
Providing & laying/fixing in position 20 mm thick machine polished granite slabs of approved colour & quality including machine/handcut, polishing, buffing the edges all in line, level, (Curvature corners if required) in cement mortar 1:3 with best workmanship, finishing, curing, complete in platforms, shelves, wash basin, sills, jambs, facias etc.
30
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-
Moulding (Half round mound) or approved shape the sides, edges and polising the sides after moulding etc. complete for Granite/ Kota stone slabs and all as per the direction of the Engineer-in-Charge.
90
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-
Brick work using bricks as specified including raking out joints, curing etc. complete as per specifications, in Superstructure in ground floor. A) using cement mortar 1:4
22
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-
Providing & fixing in position aluminium doors, windows, ventilators, louvers, fixed glazing sliding windows North light glazing etc. with extruded & integraed Bronze / medium grey colour, anodised (15 micron) aluminium sections manufactured to relevant IS standard specifications & glazing with opaque glass, aluminium beading, PVC lining, brass cadmium plated screws, mastic filling, weather strips, nuts washers etc. Frame should have provision for installing exhaust fan as directed by EIC.
12
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-
Providing and fixing EUROPEAN WATER CLOSET SUITE comprising of a) Wash Down Pattern European water closet (20041 closet studio Hindware make or as approved by EIC, with intergral "P" or "S" trap. b) with plastic Low Level flushing Cistern 10 ltrs capacity of cistern cover code 21028 of Hindware/approved equivalent conforming to IS: 7231 complete with all internal fittings, matching heavy quality PVC flush bend mounted on a pair of white enamel painted brackets. c) 15 mm n.b. heavy quality PVC inlet connection with brass unions connected at ends. d) 15 mm n.b. screw down heavy quality, fancy variety C.P. brass stop cock / Angle cock of M/s. Jaquor / Essco or equivalent make conforming to IS 781. e) Solid heavy quality plastic seat with lid of approved make and colour with C.P. brass pillar hinges confirming to IS 2548 (part 1 & II).
2
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-
Providing & fixing approved ORISSA PATTERN W.C. SUITE comprising of (a) Orissa pattern W.C. of Hindware or equivalent in white glazed vitreous chinaware size 580 mm x 440 mm with 'P' or 'S' trap, conforming to IS:2556. b) with pastic high level flushing cistern of gleaming white shade, best quality of champion or approved equivalent conforming to IS: 7231 complete with all internal fittings, matchinbg heavy quality PVC flush bend mounted on a pair of white enamel painted. (c) 32 mm n.b. heavy quality PVC flush pipe of appropriate length with all PVC specials, etc. concealed in wall. (d) 15 mm n.b. heavy quality PVC inlet connection with brass unions at ends. (e) 15 mm n.b. screw down heavy quality C.P. Brass stop cock conforming to IS : 781.
2
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-
Providing & fixing wash basin comprising of the following a) FLORA/VIENNE (510 mm x 450 mm ) from Hindware or cascade Oval (550 x 490) from Parryware. The wash basins shall be of counter top rim type & execute color as approved by EIC. b) One heavy quality 15 mm n.b. C.P.brass pillar cock of CETO series from MARC/MCT 1010 (quarter turn) or Jaquar opal series 15001 or Jaguar Kubix series 35001 with Jam nut. c) One number 15 mm n.b. heavy quality PVC intel connecting with brass unions at ends. d) One number 15 mm n.b. srew down heavy fancy variety c.p. brass angular stop cock of M/s. Jaquor (15053 & 35003) make conforming to IS:8931. e) One number 32 mm n.b. heavy quality C.P. brass waste with rubber plugs and C.P. chain. f) One num ber 32 mm C.P. brass heavy quality bottle trap M/s. Jaquor /M/s. Bilmat /Essco/Gem/Kingston(Medium Quality) with extension piece and wall flange etc. complete of Dripless or approved equivalent.
4
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-
Providing and fixing heavy quality fancy variety C.P. Brass screw down Bib taps of M/s. Jaquor/Bilmat /GEM / ESSCO / Metro or approved equivakent make confirming to IS 8931 on G.I. Lines size 15 mm.
15
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-
Providing and fixing Hand spray nozzles with flexible connectors metal look with brass end connections of 1 m. length inclusive of cock and necessary pipe fitting complete with wall mounting bracket of jaguar or equivalent make.
5
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-
Provifing & fixing heavy quality fancy variety 15 mm C.P. Brass screw down Concealed type Stop cock of M/s. Bilnet/GEM/ESSCO/Metro/Jaquor or approved equivalent make confirming to IS 8931 orG.I. Lines.
10
-
-
Providing & fixing C.I. Nahani trap of self cleaning design with 75 mm outlet having a minium water seal of 50 mm with grating on top including necessary 1:2:4 cement concrete for embedding the trap etc. complete conforming to IS:389 with stainless stell grating.
10
-
-
Providing, laying and fixing in position at elevations in floors or walls as directed approved, tested, rigid PVC (SWR) soil and waste pipe of 50 mm dia including cost of cutting jointing with necessary cementing materials including testing etc. as per manufacturer
72
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-
Providing, laying and fixing in position at elevations in floors or walls as directed approved, tested, rigid PVC (SWR) soil and waste pipe of 75 mm dia including cost of cutting jointing with necessary cementing materials including testing etc. as per manufacturer
72
-
-
Providing, laying and fixing in position at elevations in floors or walls as directed approved, tested, rigid PVC (SWR) soil and waste pipe of 100 mm dia including cost of cutting jointing with necessary cementing materials including testing etc. as per manufacturer
72
-
-
Providing & fixing in position MIRRORs 6.00 mm thick, good quality from Modi/saint Gobain or equal with FRP backing but without frame with chamfered edge of glass fixed with stainless steel 316 grade spacer from Kich make or equivalent etc. The size and location will be as decided by EIC above wash basin
10
-
-
Providing, laying , jointing, fixing testing & painting as per colour code of BARC heavy quality (Class "C") M.S. GALVANISED PIPES of 15 mm dia as per IS:1239 including fittings like elbows, collars, tees, unuions, couplings, reducers, enclargers, bends & all other fittings With exclusive use of TATA make.
60
-
-
Providing, laying , jointing, fixing testing & painting as per colour code of BARC heavy quality (Class "C") M.S. GALVANISED PIPES of 20 mm dia as per IS:1239 including fittings like elbows, collars, tees, unuions, couplings, reducers, enclargers, bends & all other fittings With exclusive use of TATA make.
60
-
-
Providing, laying , jointing, fixing testing & painting as per colour code of BARC heavy quality (Class "C") M.S. GALVANISED PIPES of 25 mm dia as per IS:1239 including fittings like elbows, collars, tees, unuions, couplings, reducers, enclargers, bends & all other fittings With exclusive use of TATA make.
60
-
-
Providing & fixing in position heavy pattern screw down gun metal GATE VALVES of 15 mm conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean & potable water with a minimum testing duration of two hours etc. as per specification.
48
-
-
Providing & fixing in position heavy pattern screw down gun metal GATE VALVES of 20 mm conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean & potable water with a minimum testing duration of two hours etc. as per specification.
48
-
-
Providing & fixing in position heavy pattern screw down gun metal GATE VALVES of 25 mm conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean & potable water with a minimum testing duration of two hours etc. as per specification.
48
-
-
Supply & fixing Auto max hand dryers fully automatic model HTIR, Automats India make or equivalent approved make with connecting cord and fixing in position
2
-
-
Supplying and fixing FRP door shutters "Perma Finish" of 35 mm thick with in-situ "P "or "U" foam with texture and shade of African - Vengai on both side of shuitters including 3 Nos of brass C.P. plated with SS finish auto shut hinges of approved make, G
20
-
-
Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidation finishing, curing etc. complete but excluding formwork as per specifications.
6
-
-
Providing and fixing Toilet Paper holder with flap TTPHFS code TTR 15(s) or approved equivalent etc complete.
4
-
-
Providing and fixing Counter SS soap dish (TCS DS code TTR 15(s) and toilet soap dish (TSD 15 S code TTR 15 (s) etc. fixed to wall etc. complete.
4
-
-
Providing & fixing TOWEL ROD 650 - TTR 65 from stainless steel AISI 316 grade from Kich make/equivalent TTR code 65(S) (stain finish) etc. complete.
4
-
-
Repainting of old painted surfaces with two coats of paint of approved shade & make over two coat cement primer including preparing the surfaces, including removal of old paint, if any, sand papering, filling hair cracks with putty and other cracks with "Roffe" repair mortar as required scaffolding & cleaning, cost of all materials, labour, all as per drawing, specifications and as directed by Engineer -in-Charge etc. complete on plastered surface using SYNTHETIC oil paint/Flat oil paint
5000
-
-
Providing and fixing g Satin finish stainless steel AISI 304 (18/8)kitchen sink size 1145 X510 mm with drain board and bowl size 560X410 X241 mm depth as per IS13983 of approved make, with C.I. brackets, fitting s and stainless steel plug 40 mm including painting the fittings and brackets with 3 coats of white enamel paint over a coat of primer, cutting and making good the walls whenever required complete as per specification and as directed by the Engineer-in charge.
1
-
-
Providing/Supplying/Fabricating to the shape and fixing GI Gutter using 2 mm thick GI Sheets including 200 mm overlapping in joints complete including drain pipe and all other accessories as per site conditions and as directed by Engineer-in-Charge.
10
-
-
Providing and fixing 50mm thick PUF insulated sandwich Roofing panels of Trapezoidal Profile sheet at top and plan sheet with slight ribs at bottom, Facing sheets shall be 0.50 mm thick Galvalume (PPGL)of approved colour on both sides. Sandwiched with PU core and edge protection. Roofing Sheets to be fixed using built in washer type self treaded screws as per manufacturer's recommendation on existing building complete all as per specifications and as directed by the Engineer in Charge
40
-
-
Providing and fixing 0.50 mm thick(TCT) Galvalume (PPGL) sheet accesories for ridges, flashes ,eaves etc up to 600 mm width sheets as per design and as per actual requirements
10
-
-
Providing and fixing of A1 fencing of Galvanised and Thermoplastic Powder coated welded mesh system with SS Concertina coil and SS Barbed wire (blade SS 316 and wire SS 304), including PVC H Shaped post with 4mm dia. 358 weld mesh, panel height 2.456 m width 2.488 m with 4 V Bends etc. as per detailed site conditions as per A1 fence products company Pvt. Limited, Mumbai and as the directed by the Engineer - in - Charge at all levels
70
-
-
Supply and fixing in position 2 ply, 12 gauge, 4 spikes at every 100mm c/c Stainless steel barbed wire to . S. Angles/ RCC postts including suppling & fixing with necessary "J" hooks bolts nuts washers, staples etc. of make stainless steel as required etc. complete as directed by the the Engineer - in - Charge (the mode of measurements is on KG basis of Barbed wire only quote accordingly) with SS barbed wire 12 swg.
10
-
-
Providing and fixing stainless steel concertina barbed tape coil of 600 mm dia. Made from stainless steel ribbon tape of 0.5mm thickness, 19mm width streching the coil to 9m approximate, fixing the coil with clips between "Y" armed and M.S. Angle posts 2.44m high from ground level , including supplying and fixing SS galvanised clips etc. complete as per manufracturer's specification and including painting by dipping method the concertina tape coil with two coats of synthetic enamel paint of approved shade and make over a coat of approved primer at fabrication shop before bringing the material to the site and fixing in position etc. complete as directed by the Engineer - in - Charge
10
-
-
" Epoxy Repair (Surface Preparation): Repairs of cracked, damaged, spalled, portion of RCC of beams, slabs, piers below jetty road, jetty head, pump room, cable tray supporting ribs by epoxy formulation of approved manufactures as per the specification and as directed by the Engr-in-Charge including, cleaning of reinforcement, surface- preparation as per specifications, applying bonding coat to reinforcement & exposed prepared surfaces with Epoxy formulation and various thickness of Epoxy mortar/concrete as specified, finishing smooth to match the existing shape and dimensions using suitable scaffolding & hoisting arrangement, preparation etc. complete to the satisfaction of Engineer-in-Charge and all as per the specification. Surface Preparation: Chipping/removal of damaged / spalled/cracked concrete carefully upto hard core concrete, roughning thoroughly entire surface area of all concrete components such as Piers, beams, Deck Slab etc. Clean the area with sweep sand blasting to open the micro cracks, remove surface contaminated/ carbonated/chlorinated concrete and wash the concrete surface with high pressure water jet of 100 bar pressure to remove all salts deposits and make the surface ready to receive further treatment."
380
-
-
Epoxy Repair: Cleaning Cum Passivation of re-bars: Re-bar cleaning / rust removal using sand blasting / electrically operated angle grinders/ wire brushes etc complete and drying the surface by hot air blow near damp areas if formed and providing, applying Rust Remover cum Passivator with Rustoff 100 of Sika or BASF/Dr.Fixit/Huntsman or approved equivalent and a coat of Two Component, Low Solvent, Zinc rich Epoxy Resin based primer Friazinc-R of Sika or BASF/Dr.Fixit/Huntsman or approved equivalent over the existing cleaned reinforcement surfaces before structural repair as per site requirement and as directed at the site.
80
-
-
Epoxy Repair: Epoxy Bond Coat: Providing & applying one coat of Epoxy Bond coat to concrete surfaces/ protective coat to reinforcement bars using Sikadur 32 LP of Sika or BASF/Dr.Fixit/Huntsman or approved equivalent make for bonding on the existing concrete surface with new materials as per manufacturers specifications, data sheet and as directed at site. Note: Epoxy Bonding agent should pass the requirement of ASTM C 881 and should have compressive strength of min 55N/sq.mm, flexural strength of min 30 N/sq.mm as per IS 9162-1979 and bond strength of 2.5-3N/sq.mm as per ASTM C 882.
380
-
-
Structural strengthening of piers/beams and other members: Shear Key: Drilling and providing reinforcement by anchoring 12 mm dia shear key / bars in 14 mm dia holes or size of holes as recommended by the manufacturer of SikaRefix of Sika in existing RCC structures like Piers, Pier caps, walls, beams etc by drilling specified dia upto 10 times of diameters of bars and anchoring with SikaRefix of Sika or Anchorfix-S of Dr fixit or BASF/HILTI/ Huntsman or approved equivalent make after cleaning the holes to make dust free complete as per site requirement and as directed at site. Note: only Number of anchors will be measured and paid and reinforcement will be paid under relevant item. Rate shall include cost of labour, all materials, T & P for power drilling in concrete, epoxy cartridges, plastic nozzle etc complete including cleaning the drilled holes of loose dust by blowing air.
50
-
-
Providing SFMC Micro concrete for strengthening of structuralmembers including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge using 100% SFMC
5800
-
-
Providing SFMC Micro concrete for strengthening of structuralmembers including mixing, pouring, curing as per manufacturer specifications and as directed by the Engineer-in-charge using SFMC with 50% Quartz aggregate by weight (Only SFMC consumed alone will be measured for payment)
8700
-
-
Treatment/repair of Cracks: Groove Cutting: Cutting V groove 10 mm wide 15 mm deep along with the cracks
250
-
-
Treatment/repair of Cracks: Groove Sealing: Filling & sealing the grooves with with epoxy putty crack filler using Dr. Fixit or BASF/SIKA/ Huntsman or approved equivalent make as per site requirements and manufacturers specifications.
250
-
-
Treatment/repair of Cracks: Fixing of Nozzles: Drilling and fixing 12 mm Φ x 100 mm long nozzles by drilling upto 200 mm depth in brick masonry wall & 50 mm depth in RCC; removing the nozzles after completing of grouting job, filling/repairing the holes with polymer modified mortar etc.
500
-
-
Treatment/repair of Cracks: Injection of low viscosity Epoxy Injection Grout - two components low viscous high strength (7 days comp strength 800 kg/sqcm) epoxy resin based injection grout complies with BS 6319 / ASTM C -881 or Dr. Fixit or BASF/SIKA/ Huntsman or approved equivalent make through the above nozzles to fill the cracks/ voids using compressor machine as per manufacturetres specification, actual site requirements and as directed at site.
150
-
-
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