Building

Name of Work :- Empanelment for appointment of contractor for Retrofitting, Refurbishment and Structural

Strengthening work of various healthcare structures across Gujarat State.

Item Description Unit Rate

RCC Rehabilitation Work

Rehabilitation of existing RCC members up to 25 mm thickness such as slabs, beams, columns and other structural elements

at all levels, internally and externally, including provision of engineered double scaffolding with suitable bracing, working

platforms and necessary connections, complete as directed by the Engineer-in-Charge.

The work shall include careful removal/chipping of loose, damaged and cracked concrete up to approximately 6 mm beyond

exposed reinforcement, cleaning of concrete surfaces and rusted reinforcement by mechanical wire brushing, air blowing or

water jetting, and disposal of all dismantled debris to an approved dumping location with all leads and lifts.

Exposed reinforcement shall be treated with an approved anti-corrosive rust remover such as Rusticide (Sunanda Speciality

1 Coatings Pvt. Ltd.) or equivalent, strictly as per the manufacturer's recommendations. A protective cement slurry coat using Sqm

Polyalk Fixoprime or equivalent shall then be applied to the reinforcement.

For proper bonding, an approved bonding coat such as Polyalk EP or equivalent shall be applied to the prepared concrete

surface. Subsequently, polymer-modified cement mortar, up to 25 mm thickness in multiple coats, shall be applied to the

RCC members using approved materials such as Polyalk EP, MasterEmaco S-348, Lanko 732 or equivalent, including curing

and finishing, all complete as per approved specifications and manufacturer's instructions.

Item Description Unit Rate

Drilling hole of required diameter and depth as directed for fixing of Rebars using hammer drill.Including necessary

scaffolding , Cleaning the hole using mechanical air blower, water jetting etc.Providing & fixing rebar in the drilled hole using

approved make Chemical grout and sealent with necessary scaffolding , staging, labour , tools , and equipments etc.

2 complete and the work shall be carried out by the technical workmens/agency approved by the manufacturer and under

technical supervision of Manufacturer of Injection grout.etc. complete as directed by Engineer-in-charge.

2a For 8 & 10 mm. dia.bar -Depth up to 120 mm Nos.

2b For 12 mm. dia.bar -Depth up to 160 mm Nos.

2c For 16 mm. dia.bar -Depth up to 250 mm Nos.

2d For 20 mm. dia.bar -Depth up to 300 mm Nos.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto

floor two level.

Item Description Unit Rate

RCC Member Rehabilitation

The work comprises rehabilitation and strengthening of existing RCC slabs, beams, columns and other structural members up

to 70 mm thickness at any height, as directed by the Engineer-in-Charge. It includes providing engineered double scaffolding,

working platforms and necessary temporary structural propping/jacking arrangements for relieving superimposed loads and

ensuring safety during rehabilitation.

The existing damaged, cracked, loose, spalled and deteriorated concrete shall be carefully removed up to sound concrete,

exposing reinforcement all around. Reinforcement shall be mechanically cleaned of rust, dirt and loose material, followed by

application of an approved anti-corrosion treatment. Additional reinforcement, including cutting, bending, fixing, dowels,

4 hooks, chairs, spacers and binding, shall be provided as required. Sqm

Bonding coats shall be applied to existing concrete and treated reinforcement using approved polymer-based bonding

materials. The damaged RCC sections shall then be restored in layers using approved Polymer Modified Repair Mortar,

mechanically mixed and properly compacted by hand packing, dashing or shuttering, to match the original member profile

and required thickness. The work includes all necessary scaffolding, protection, cleaning, curing, finishing and disposal of

debris, complete as per approved specifications, manufacturer's recommendations and directions of the Engineer-in-Charge.

Excavation for foundation up to 1.5 m depth including sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Filling available excavated earth (excluding rock ) in trenches. plinth, sides of foundations etc. in layers not exceeding 20cm.

In depth consolidating each disposited layer by ramming and watering.

Providing and laying cement concrete 1:4:8 (1-Cement : 4-coarse sand : 8- hand broken stone aggregates 40 mm nominal size

) and curing complete excluding cost of form work in (A) Foundation and Plinth (upto 10 ton)

Item Description Unit Rate

Providing and laying cement concrete 1:1.5:3 (1-Cement : 1.5-coarse sand : 3- stone aggregate 20 mm nominal size ) and

8 curing complete excluding the cost of form work and reinforcement for reinforced concrete work in ( A ) Foundations, Cum

footings, Base of columns and Mass concrete. (upto 10 ton)

Providing and laying of polymer modified micro concrete like Sika make "SikaRep-Microcrete-4", Sunanda Chemical make

"Polycrete-A/B", Parex Group make "Lanko-701",BASF make "MasterEmaco S346 or equivalent material of Krishna Conchem

blended with washed saturated surface dry (SSD), graded, low absorption, high density, aggregates of size 5mm to 12mm at

50% by weight of micro concrete and water as per manufacturer's specification and pouring into the form work using suitable

arrangement or if required using pumping device for uniform flow of Micro concrete. The side shuttering can be removed

after 3 days and the bottom shuttering after 7days ensuring proper bond between the micro concrete and existing concrete

Item rate is inclusive of the material, necessary scaffolding all labour, supervision, tools and tackles, scaffolding and

transportation, curing for minimum 10 days etc. complete as per specification and as directed.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and

10 propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same Sqm

for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.

Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same

for in situ reinforced concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Square Rectangular

Polygonal in plan.

Item Description Unit Rate

Providing and executing injection / pressure grouting in cracks in the parent concrete/brick work or in honey-comb area by

fixing-up PVC or metallic grout-nozzles on line of crack in concrete/masonary at a distance not exceeding 300mm injecting

with the help of grout-pump working at a pressure of 3.00 kg/cm2,Pressure grouting to be done using low viscous 2-

component epoxy gcrack injection material " Lanco 721 "of Parexgroup , "Conbextra EP 10 ( M )" of Fosroc, " Concresive

12 1315" of BASF or equivalent make shall be done in a sequence starting from lowest grout-hole and procedding to the next Nos.

upper one, sealing the grout nozzles temporarily, on the next day repeating the grout sequence once more before cutting

and sealing the nozzles permanently.Finally patching up the plaster with cement mortar ( 1: 3 ) proportion using plasticiser to

increase workability, curing with water sprinkler for minimum three days including finishing the edges of the patch/groove

with birla putty/plaster paris, for even matching with the adjacent plaster area including necessary scaffolding etc.complete.

Strengthening of structural component by confinement using CFRP composite system: Strengthening structural elements

with non metallic composite fibre wrapping system comprise of unidirectional carbon fibre sheet Nitowrap EPCF (Fosroc)

(300,450 & 600 gsm) and compatible saturant Nitowrap 410 of (Fosroc) by dry layup system including surface preparation by

first providing 300 mm bend using polymer modified mortar as master emaco S 348 of BASF make or Renderoc SP40 of

Fosroc, allow to cure and grinding substrate to avoid undulations,including necessary scaffolding , cleaning it with wire brush,

removing oil, laitance if present, rounding sharp edges to minimum 25 mm radius etc. complete including profiling. Applying

compatible primer Nitowrap 30 (Fosroc) on prepared substrate, filling the holes and uneven surface with thixotropic putty

Nitocote VF (Fosroc), cutting of fibre sheet to required sixe mixing of saturant and applying saturat on primed surface,

wrapping the fibre sheet to structural element at approved orientation using temping roller to avoid air void etc. repeat the

same procedure for multiple layers with the interval of minimum 8 hrs. of second coat. Applying 2nd | final coat of saturant

of internal of minimum 12 hrs. rectify air voids if any, and installation fibre anchors at spacing of 900 mm along the length of

brand by drilling through hole in pier section and fan shape of 150 mm over the wall.(a) 450 GSM

Item Description Unit Rate

FRP Laminates for structural strengthening - (Carbon Fibre Laminates) :-

Providing and applying Nitoplate CPS - Carbon Fiber FRP Pultruded Laminate strips of 1.4mm thick and 50mm width to the

prepared substrate using thixotropic epoxy adhesive. The FRP laminate used shall be of zero degree unidirectional fibers

having volumetric fiber content of 68%, fiber density of 1.5 g/cc and shall have tensile strength of 3000 MPa ; tensile

modulous of 165 GPa and ultimate elongation of 1.7%. The thixotropic epoxy bonding adhesive shall be applied at 1mm

14 thickness on the substrate and 2mm thickness on the laminate. The adhesion of the entire system(Laminate and adhesive Rmt

combined) with concrete shall be > 3.5 MPa with concrete failure as per ASTM D 4541. The adhesive used shall have tensile

modulous > 2700 MPa (ASTM D638) ; flexural modulous > 48000 MPa (ASTM D790 ) ; Elongation > 2.5% & Glass Transition

TemPerature > 100 deg C (ASTM E 1356). The ends of the laminates shall be anchored suitably.,including necessary

scaffolding etc complete. Product used shall have CE (CE-29842) marking and compliance according to Construction Products

Directive 89/106/EEC (CPD)

For Strengthening of Masonry Structures: FRP Grids for structural strengthening -

(Carbon Fibre Grids)

Providing and applying High Strength Carbon Fiber Mesh Nitowrap CF(CS) of 250 GSM on wet mortar and application of

second layer of mortar and float to finish followed by curing.The repair mortar used shall be single component and shall be

mixed with water at water powder ratio of 0.18 and shall have drying shrinkage < 1000 microstrain as per ASTM C 157-93;

compressive strength > 40 MPa ; Flexural Strength > 7 Mpa as per ASTM C 348, bond strength > 6 MPa as per ASTM C

Repair mortar used shall have CE (CE-29842) marking and compliance according to Construction Products Directive

89/106/EEC (CPD). Carbon Fiber Mesh shall have grid size of 20mm ; areal weigth of 250 g/sqm; tensile strength of 150 kN/m

; Elastic Modulous of >230000 MPa ; bond strength > 1 MPa as per ASTM D4541 , including necessary scaffolding etc,

Item Description Unit Rate

Galvanic sacrificial Anodes for patch repairs by Point Anodes:

Provide and install sacrificial zinc anodes of Fosroc Galvashield XPI to prevent initiation of corrosion of steel reinforcement in

chloridecontaminated or carbonated concrete or new construction. Zinc mass should be Min. 60 g/unit or More and the zinc surface area

and spacing of anodes should be selected/designed in a way to achieve the target service life of 10 years. The quality of zinc should be in

compliance with ASTM B418-95a, Type I, die-cast around steel tie-wires (in case of more than one tie wire they should be well seperated)

and encased in a highly alkaline cementitious mortar (encapsulating mortar) with a pH of 14 or greater. The encapsulating mortar should

not have sulphates, chlorides, bromides or any other elements corrosive to steel. The encapsulating mortar should have interconnected

and fine pore structure to dissolve, transport and accommodate zinc corrosion products away from the zinc surface without causing

additional stress to the cover concrete, and maintain a pH > 14 at the immediate vicinity of uncorroded zinc for the desired service life.

Anode units shall be supplied with integral well-separated tie wires without splices (in case of more than one wire) and with loop ties for

directly tying to the reinforcing steel. For patches in grid pattern or periphery of patches with 4-6 anodes/m2 area of concrete, the max

spacing can be 600 mm. The anode size and shaping shall deliver a minimum current density to the steel adjacent to the repair of

mA/m2 of steel surface area at the end of the design life taking into account an anode aging factor calculated from previous field

installations and the in-service environment. Anodes should meet the target service life, which can be estimated using Galvanic Anode

Performance (GAP) test developed at IIT Madras for severe exposure condition (high humid and high chloride conditions).The anodes

shall be covered with bed-mortar of resistivity less than 50 kOhm-cm or similar to the parent concrete on the cleaned steel reinforcement

as per manufacturers specification before applying passivation coating. All necessary design calculations for spacing of anodes,

installation training, installation confirmation, monitoring of set of anodes to confirm current from anodes as per ISO 12696 or as per the

design, etc. shall be carried out by a NACE Certified CP Technician, CP2 or higher, complete at all heights and including necessary

scaffolding , including of all materials, labour, tools, plants and machineries as directed by Engineer-incharge and/or consultant.

Concrete Curing Compound:

The acryic emulsion modified and water based concrete Curing Membrane (such as Concure AB or equivalent) and applying

17 immediately after the repair/concrete gets finished, the membrane shall be sprayed over concrete finished area without any Sqm

gap or pinhole. The cost of all materials. tools, including necessary scaffolding and all labour charges are included. completed

as specified and directed by EIC.

Item Description Unit Rate

Providing and filling of non structural cracks by exposing the line of crack as per actual requirements at site and removing all

the loose material , dirt etc. from the crack by brush. The crack shall be made moist by applying water in the groove by brush.

18 The same groove shall be filled withtready mixed paste" POLYFILL-AR" of Sunanda Speciality Coatings Pvt. Ltd. crack-X of Rmt

Dr.Fixit or Equivalent and making good the walls as per manufacturer specification and including necessary scaffolding as

required by the Engineer-in-charge.

19 Demolition and disposable of unserviceable materials with all lead and lift. (ii ) Un reinforced Cement Concrete Cum

Providing and laying concrete 1:2:4 ( 1 cement :2 coarse Sand: 4 Graded Stone Aggregate 20 mm nominal size ) in proper

20 gradient on terrace slab as directed by Engineer-in-charge to have proper slope for draining rain water including finishing top Cum

with floating coat of neat cement

Providing and applying " Concentrate concrete waterproofing By Crystallization" to be supported by at least two international

Test reports showing clear scanning Electron Microscopinc (SEM) Photographs of dandified and mature crystals formation to

plug all the capillarytracks and pores of the concrete permantly and permeability tested as per IS 2645 (2003). The treated

concrete should exhibit higher compressive strength as per IS 516 (2008) . The product should demonstrate the reduction of

chloride penetration in treated concrete by 72 % as per ASTM C 1202-05 Conducted by a National Accreditation Board for

21 Testing and Calibration Laboratories (NABL) accredited laboratory. The Product must have passed the overall migration test Sqm

as per 21 CFR 175-300 of US-FDA conducted by central food Technological Research institute (CFTRI). The product should be

able to supress the chemical erosion to 1/8 of standard samples when subjected to a 5% sulfuric acid solution environment.

The poduct to be listed as crystalline Waterproofing in at least three ICC-ES EVALUATION REPORT INDEX and it should be

green certified under any Ecolable program,. Work shall be carried out as per the technical details provided in the technical

section of the tender / Aprroved method of waterproofing accepted by Engineer in Charge. ( Plan area shall be measured )

Item Description Unit Rate

NITOPROOF 600PF - TERRACE/PODIUM

Providing and carry out waterproofing treatment to sound, moisture free concrete surface using Nitoproof 600PF- Liquid applied single

component pitch free polyurethane coating capable of bridging substrate cracks upto 2 mm which supplied in 25 kg drum. System

includes proper surface preparation to remove loose dust, dirt, loose mortar, curing compound etc., carry out cementitious injection

grouting at leakage points and construction joints using cement slurry modified with Cebex 100-Plasticised expandive grout admixture

supplied in 225 gm pouch, application of polymer modified vatta at floor-wall junction, filling of annular space around rain water outlet

using Conbextra GP2 - Non-shrink cementitious grout followed by application of Nitoproof WB Primer and final application of two coats of

Nitoproof 600PF coverage @ 2.0 kg/m2 from 25 kg drum to achieve 1.5 mm thickness in two coats complete including all tools and

22 tackles as per manufacturer’s specification. Nitocote 600PF cured material shall shall be having crack bridging of > 2 mm, Elongation Sqm

(ASTMD 412) > 600 %, Tensile Strength (ASTM D412) – 2.5 N/mm2, Recovery from Elongation (ASTM D412) – 95 %, 85% Min Solid

Content, Tear Resistance (ASTM D624-00) – 15 Kn/m, Shore A Hardness (ASTM D2240) – 60, Water vapour transmission 2.3 mm film -

0.6 g/m2/hr, Water Permeability @ 5 Bar (BS EN 12390)-Nil, Service Temperature – -40°C to 70°C, Flash Point > 70 °C, Viscosity-50-100p,

Specific Gravity-1.5 +/-

HSE Guidelines: Some people are sensitive to resin systems. Impervious gloves and barrier cream should be used when handling these

products. Eye protection should be worn. If accidental eye contamination occurs, wash thoroughly with plenty of water and seek medical

advice. If contact with skin occurs, it must be removed before curing takes place. Wash off with an industrial skin cleaner followed by

plenty of soap and water. Do not use solvent. Ensure adequate ventilation when using these products

23 Providing and laying 300 GSM Geotextile on terrace over polyurethane coating to protect the coating. Sqm

Item Description Unit Rate

Providing and applying two coats of Hybrid Polymer flexible acrylic coating of Sovacryl K-10 of Parex(Sika India) or approved

equivalent brand with under coat adhesion promotor priming coat of Flow Prime WB of Parex( Sika India ) or approved

equivalent make on existing china mosaic / IPS. Cleaning the existing surface throughly, chase open the crack available at

surface and fill the same with crack filler material of approved brand. After application of 1st coat of Sovacryl K-10 on

Flowprime WB ,a fibre glass mesh of 45 GSM to be sandwiched between 1st & 2nd coat of Sovacryl K-10. The products shall

be applied in strict accordance with the manufacturer's specification. (The crack filling shall be paid under relevant item).

Providing and applying Premium Acrylic emulsion,Heat Insulating, Anti Carbonation, Anti-Algae, Water Proof exterior

protective coating "SUNEXT-8" of Sunanda Speciality PVT. Ltd. Or Dr. Fixit or equivalent of required colour and shade as

approved by Engineer-in-charge. Mixing with water in the volumetric proportion 1:1/2 ( 1 SUNEXT-8 : 1/2 potatble water )

after removing the dirt , loose particles , flaking paints from the walls/terrcae surface as per the Manufacturer specification

and as per the direction of Engineer-in-charge.

(a) Two or more coats

Brickwork using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1-Cement:6-fine sand) (B)Conventional

Brickwork using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in Super Structure

above Plinth level upto floor two level (B)Conventional

Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1-Cement : 4 -coarse sand ) in super structure up to floor two level (B) Conventional.

Item Description Unit Rate

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress panel shutter having extra reinforcement on

sides & edges in Gel coat finish. The core of the shutter & frame is to be filed up with injected fire retardant grade

29 polyurethene foam done in situ alongwith embedded wooden pieces for stiffening & also taking hinges & fintures. The whole Sqm

FRP frame & shutter is to be water proof weather proof, termite proof & resistance to mild acid/alkali. Rates are to be

inclusive of S.S hinges with necessary screws & alluminium fixtures & fastenings & fastener sleeve.

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings

make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings

make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings

make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge. Pipe shall be fixed on the wall

with the help of clamp at every two metre C/C or shall be concelled as directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure polythene pipes of the following outside Dia.

33 Low densidy, complete with special falnge compression type fittings, wall clipsetc. including making good the wall ceiling and Rmt

Item Description Unit Rate

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia.

34 Low densidy, complete with special falnge compression type fittings, wall clipsetc. including making good the wall ceiling and Rmt

floor.(G)110 mm

Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end

plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage

system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of

the size 160 mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center or shall be concealed in walls

as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end

plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage

system pipe line, pipe hall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of

the size 110 mm diametre x 149 mm length x 145 mm heigh at every 2000 mm center to center or shall be concealed in walls

as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with

adhesive solvent cement including cost of all materials.

Providing and laying polished Kota stone slab flooring over 20 mm (Average)thick base of cement mortar 1:6 (1-cement:6-

37 coarse sand) or L.M.1.1.5 (1-Lime putty:1.5-coarse sand)laid over and jointed with grey cement slurry mixed with pigment to Sqm

match the shade of slab including rubbing and polishing etc. complete. (A) 25 mm thick.

Item Description Unit Rate

Providing and laying 24" x 24" Vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 (1 cement :

6 coarse sand) or L.M 1:1.5 laid on new surface or fixing on existing flooring by adhesive material including dismentalling of

existing flooring and jointed with colour cement slurry including finished with flush pointing & cleaning the surface

etc.complete For light shade.

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid on a bed of 12mm thick cement

mortar 1:3 (1-cement : 3 - coarse sand ) finishing with flush pointing in white cement.

Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers

of steps and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement slurry.

Provoding and fixing flush door shutters, solid core construction with frame of first class hard wood with cross board and face

41 veneer or plywood face panels, including anodised alluminium butt hinges with necessary screws. (B) Non-decorative type Sqm

and block board core anodised alluminium butt hinges in flush door shutters (2) 35 mm thick.

Providing and fixing window having extruded aluminum Colour Powder Coated section frame main outer size 63.50 x 38.10 x

1.95 mm (of Jindal Section no : 4605, @ Wt 1.094 Kg / Rmt ) , horizontal two track member size 61.85 mm x 31.75 mm x

mm (of Jindal Section no : 8687 @ wt. of 0.695 Kg/mt ) ,vertical member of size 61.85 mm x 31.75 mm x 1.30mm (of Jindal

Section no : 8758 @ wt. of 0.659 Kg / mt )with sliding shutters of horizontal member size 40 mm x 18 mm x 1.29 mm (of

Jindal Section no: 8949 @ wt. of 0.456 Kg /mt ) , vertical member of size 40 mm x 18 mm x 1.29 mm (of Jindal Section no :

8947 @ wt. of 0.456 Kg /mt /Section 8948 , @ Wt. 0.457 Kg/mt)with 5 mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc

complete for window.

Item Description Unit Rate

Providing and fixing standared extruded of alluminium section of size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with

43 colour Powder Coated alluminium frame for ventilation with 5 mm Sqm

thick frosted glass as details etc complete for Ventilation.

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacings and

frame alround, square or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Rubbing and polishing on existing kota stone floor,skirting etc. including cleaning the floor etc. complete as per direction of

Engineer-in-Chrage.

Removing and scrapping of old deteriorated plaster of any thicknerss from masonary/RCC member including stacking of

serviceable material and disposal of unserviceable material from site of work with all lead and lift.

Providing15 mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering

47 upto floor two level and finished even and smooth in (ii)Cement mortar 1:4 (1-cement :4-sand )inclding finishing with floating Sqm

coat of neat cement slury.

20 mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12 mm thick backing

coat of C.M.1:3 (1-cement : 3-sand ) and 8 mm thick finishing coat of C.M. 1:1 ( 1-cement : 1-sand ) etc. complete.

Painting two coats (excluding priming coat) on previously painted steel and other metal surfaces with synthetic enamel paint,

brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter .

Painting two coats (excluding priming coat) on previously painted wood and wood based surfaces with enamel paint to give

an even shade including cleaning the all dirt, dust and foreign matter.

Item Description Unit Rate

Distempering (Two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on

wall surfaces to give an even shade, over and including applying two coats of Birla (white cement based) or Asian (acrylic

lapy- putty) or equivalent & two coats of primer of approved brand and manufacture after thoroughly brushing the surface

and other foreign matter and also including preparing the surface even and sand parpered smooth.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade

after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm

Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

54 length,30cm height and 15cm thick of M200 grade concret as per approved design and including Rmt

excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.

Making a Gargoyle for draining rain water from terrace by providing and fixing 25 mm thick double side polished kota stone

including groove at bottom at out side edge to act like drip mould to drain rain water . Gargoyle should be provided by

making hole in existing perapet wall of required size and by providing double side polised kotah stone at bottom of size 450 x

600 mm at bottom and at both sides kotah of length 600 mm and height 150mm upto perpet out side and then slanting upto

10mm. At top 450 x 300 mm kotah to be provided in perapet wall . These should be fixed with cement mortar 1:1( 1 cement :

1 sand ) or by adhesives etc all complete as per direction of Engineer-in charge.

Item Description Unit Rate

I / We am / are willing to carry out the work at _________________ % above / below percent (Should be written in figures and words) of the estimated rates

mentioned above. Amount of my/our tender works out as under:

*Estimated Amount *Estimated Amount

Put to Tender Rs.____________________________________ Put to Tender Rs.__________

(1) Total Tendered amount

(2) Rebate on above Tendered amount (if any) (% In figure) ________ (% in Words)

(3 ) Net tendered amount (1 - 2)

(4) Net Tendered Amount (In words): Rupees

Item Description Unit Rate

Signature of Contractor with Seal Signature of Contracting Authority with Seal