STRUCTURAL REPAIR OF BLOCK-14 AT NEW SACHIVALAY, GANDHINAGAR.

Name of Work: 4217 Capital Outlay On U. D

NEW SACHIVALAY STRUCTURAL REPAIR OF BLOCK-14

IT NO. ESTIMATED BUT ITEMS OF WORK IN FIGURE Rs. UNIT

MORE OR LESS IN WORDS ESTIMATED

Ps.(with L.C 1%)

1 8296.00 Scaffolding:-Providing,erectinganddismantlingsafeHframeand/pipe scaffolding including working 208.06 Rupees Two Hundred Eight SQM

platform for external area of bridge pier to facilitate all works etc. completed,Measurement for and Six Paise Only

payment shall be considered as per detailed specification. (Property of contractor,and repetitions

will be paid per pier) (for Every 1 m extra height, increase the rate by 50 rupees/ meter height)A) up

1A1 762.00 1st Floor (Assumed 25 % of total Area + periphery length - 190m & 1.2m width scaffolding) 10.40 Rupees Ten and Forty Paise SQM

1A2 581.00 2nd Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 20.81 Rupees Twenty and Eighty SQM

1A3 581.00 3rd Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 31.21 Rupees Thirty One and SQM

Twenty One Paise Only

1A4 581.00 4th Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 41.61 Rupees Forty One and Sixty SQM

1A5 581.00 5th Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 52.02 Rupees Fifty Two and Two SQM

1A6 581.00 6th Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 62.42 Rupees Sixty Two and Forty SQM

1A7 581.00 7th Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 72.82 Rupees Seventy Two and SQM

Eighty Two Paise Only

1A8 581.00 8th Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 83.22 Rupees Eighty Three and SQM

Twenty Two Paise Only

1A9 581.00 9th Floor (Assumed 15 % of total Area + periphery length - 190m & 1.2m width scaffolding) 93.63 Rupees Ninety Three and SQM

Sixty Three Paise Only

1A10 762.00 Terrace Floor (Assumed 25 % of total Area + periphery length - 190m & 1.2m width scaffolding) 104.03 Rupees One Hundred Four SQM

and Three Paise Only

2 416.00 Vibrationlesss dimantling of CHAJJA by using Hilti WS3018/WS 15/DST 20CA (15-30KW) & Track 9599.04 Rupees Nine Thousand Five NOs.

Saws up to 65KW diamond wire cutting tools. Each cut size should measure up to 35T weight max. Hundred Ninety Nine and

In light of safety the tool needs to incorporate emergency shutdown controls on the Electronic Box Four Paise Only

(remote control). The operator should be able to handle the start operation of the tool including

activation of the water supply via a remote control (corded or cordless) from a safe distance of 5-

10m away from the drive unit and cutting surface. Diamond rope-saw cutting technology should

qualify for following critiria EN 15027 - 30 KW Capacity, 420V, 3Ph, 50/60Hz with Ground fault

interrupter (PRCD), IP 54(protection against splashing water), CE certified, Diamond wire DS-W

SI SPX-M/H type comply with EN 13236 code. Disposal of debris to the outside location in

Gandhinagar (all lead & lift) as specified by Engineer in Charge

3 312.00 Demolition including stacking of serviceable materilas and disposal of unserviceable materials 1110.75 Rupees One Thousand One SQM

outside sachivalay somewhere in Gandhinagar with all lead and lift. (i) R.C.C. work Hundred Ten and Seventy

upto required height as per technical specification without causing detrimental effect to any part of Five Paise Only

the structure and removal and disposal of debris at designated location including all material,

scaffolding, labour, tools, plant and machineries, lead & lifts etc. complete as directed by Engineer-

in-charge. - FOR GRADE SLAB, TERRACE PERIPHERY BEAMS & COLUMNS

4 4219.00 Removal of damaged concrete and surface preparation: 257.12 Rupees Two Hundred Fifty SQM

Removal of existing affected, distressed, loose cover concrete including loose damaged concrete Seven and Twelve Paise Only

from all structural members up to beyond the corroded steel reinforcements to a depth of 10 mm

minimum behind the reinforcement only at affected concrete (Good & sound concrete should not

be chipped / damaged) by chipping / hacking with chisel and hammer or by mechanical means like

pneumatic machine, air compressor etc. upto required height as per technical specification without

causing detrimental effect to any part of the structure and removal and disposal of debris at

designated location including all material, scaffolding, labour, tools, plant and machineries, lead &

lifts etc. complete as directed by Engineer-in-charge. - FOR ALL TYPES OF BEAM, COLUMN, WALL,

5 11299.00 Providing and inserting nipples / NRC Packers with approved fixing compound after drilling holes for 476.92 Rupees Four Hundred Nos.

grouting as per Technical Specifications including subsequent cutting / removal and sealing of the Seventy Six and Ninety Two

hole as necessary of nipples after completion of grouting with Cement / Epoxy as directed by EIC. Paise Only

(Payment shall be made on actual Nos. of Nipples Provided.)

6 3841.00 Low Viscous Epoxy Injection for Dry Cracks in concrete 886.88 Rupees Eight Hundred KG

Providing and executing injection/pressure grouting in cracks in the parent concrete by fixing Eighty Six and Eighty Eight

Aluminium nipples at 150 mm to 200 mm distance or specified distances as per design and detailed Paise Only

specifications, open cracks in V groove (5 mmx 5mm) and fill the same using epoxy putty. Pressure

grouting using low viscous epoxy grout Of Fosroc, Asian Paints, Krishna conchem, Sikka as per Indian

/ reputed International standard which can grout gaps ranging from 0.25mm to 9mm, having mix

density 1060 kg/m3,Compressive Strength(ASTM D695)-60/mm2, Tensile Strength(ASTM C 304-97)-

20 N/mm2, Flexural strength(BS 6319 Part 4)-45 N/mm2. Pressure grouting shall be carry out after

surface preparations includes fixing nipples and filling crakcs with epoxy mortar one day before

grouting, injecting low viscous grout mechanically about pressure 3.5 - 7.0 kg/cm² , removing nipple

after grouting and sealing with epoxy mortar etc complete as directed by EIC. (Payment shall be

made on actual grout consumed.)

6A1 1650.00 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per 82.82 Rupees Eighty Two and KG

Technical specification. By - Cement Grout Eighty Two Paise Only

6A2 1650.00 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per 149.48 Rupees One Hundred Forty KG

Technical specification. By - Cement mortar (1:1) Grouting Nine and Forty Eight Paise

7 4219.00 Rust Removal & Steel Protection:- Cleaning as directed & specified all corrosion / rust / scales from 838.30 Rupees Eight Hundred Thirty SQM

reinforcement bars using rust remover Reebaklens RR of Fosroc make or Rust clean of BASF or Eight and Thirty Paise Only

equivalent of leaving to dry for 30 mins & washing surface with fresh water as required to exposed

reinforcement bars complete as specified also providing & applying inhibition coats/system to

exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust

completely as specified. Two component inhibitors Concresive ZRI equivalent material of BASF

make as approved by engineer shall be used as per manufactures specification in two coats

including all labour tools tackles, necessary surface preparation & necessary protection after &

during repair work.

8 7767.00 Shear connectors:- Drilling holes into existing concrete substrate for anchoring of new anchoring 257.55 Rupees Two Hundred Fifty NOS.

rebars with 10/12 mm dia shear connectors at 1.5 m c/c as per drawing and for additional rebar Seven and Fifty Five Paise

provision in repair area and fixing with chemical anchor lokfix of Fosroc make / Master flow 935 of Only

BASF make / Hilti Hy200 / Fischer. Drilling hole diameter: 4 mm larger to rebar dia drilling depth:

min 10 times the rebar dia including cleaning, cutting, fabricating, chemical, tools, tackles etc.

completed as directed by EIC..

Material: - chemical anchor lokfix E77 of Fosroc make / Master flow 935 of BASF make / Hilti Hy200

/ Fischer or equivalent.(10mm)

8A1 7767.00 Shear connectors:- Drilling holes into existing concrete substrate for anchoring of new anchoring 367.64 Rupees Three Hundred Sixty NOS.

rebars with 10/12 mm dia shear connectors at 1.5 m c/c as per drawing and for additional rebar Seven and Sixty Four Paise

provision in repair area and fixing with chemical anchor lokfix of Fosroc make / Master flow 935 of Only

BASF make / Hilti Hy200 / Fischer. Drilling hole diameter: 4 mm larger to rebar dia drilling depth:

min 10 times the rebar dia including cleaning, cutting, fabricating, chemical, tools, tackles etc.

completed as directed by EIC..

Material: - chemical anchor lokfix E77 of Fosroc make / Master flow 935 of BASF make / Hilti Hy200

/ Fischer or equivalent.(12mm)

9 63.00 Additional Reinforcement: Cutting, bending and fixing in position steel reinforcement of 57488.19 Rupees Fifty Seven MT.

specified/required sizes and shapes in the form or main rebars, stirrups & rings, distribution rebars Thousand Four Hundred

etc., and tying them to shear connectors using GI binding wire. The additional rebars should be Eighty Eight and Nineteen

coated with TWO coats of Anti Corrosive protective coating & dry sand to be sprinkled on second

10 4219.00 Epoxy Bonding Agent for Old to New concrete - 444.40 Rupees Four Hundred Forty SQM

Providing and applying Nitobond EP Std bonding agent which shall be a solvent free epoxy based Four and Forty Paise Only

two component resin system . The bonding agent shall be applied by brush & should remain in tacky

state after application for a minimum period of 3 hrs at 35 deg C. The product shall achieve

N/mm2 compressive strength, 15 N/mm2 tensile strength, 25 N/mm2 flexural strength and

N/mm2 bond strength as per ASTM C881 standards. The adhesive bond to the concrete substrate

shall exceed the tensile strength of the host concrete,etc complete. (The new repair

mortar/concrete should be applied within overlay time of epoxy bonding agent mentioned as per

manufacturer's data sheets)

11 1055.00 Polymer Modified Mortar for Patch Repairs (for repair thickness of 50 mm): 3880.11 Rupees One Thousand Nine SQM

Providing and applying shrinkage compensated fiber reinforced polymer modified repair mortar Of Hundred Eighty and Twenty

Fosroc, Asian paints, Krishna conchem, Sikka as per Indian / reputed International standard on the Three Paise Only

prepared surface at thickness of 50 mm and curing with curing compound/water.The repair mortar

used shall be single component and shall be mixed with water at water powder ratio of 0.18. Item

rate is inclusive of all material, labour, tools, plant and machineries, curing etc. complete and as

directed by Engineer-in-charge (Payment to be made in Sq.M for PMM for patch area repaired.)

The cured product shall have following properties:

1) Drying shrinkage < 1000 microstrain as per ASTM C 157-93;

2) Compressive strength > 20Mpa at 1 Day

45 MPa at 28 Days as per BS1881

3) Flexural Strength > 7 Mpa at 28 days as per ASTMC

4)Bond strength > 6 MPa as per ASTM C 1042, etc complete.

5)Tensile strength> 2.5 MPa at 28 days as per BS6319

5)Fire Rating - Class A1 (EN1504-3)

5)Product used shall have CE (CE-29842) marking and compliance according to Construction

Products Directive 89/106/EEC

12 1979.00 Polymer Modified Mortar for Patch Repairs (for repair thickness of 15-20 mm): 1940.05 Rupees Eight Hundred SQM

Providing and applying shrinkage compensated fiber reinforced polymer modified repair mortar Of Eighty Four and Seventy

Fosroc, Asian paints, Krishna conchem, Sikka as per Indian / reputed International standard on the Eight Paise Only

prepared surface at thickness of 15-20 mm and curing with curing compound/water.The repair

mortar used shall be single component and shall be mixed with water at water powder ratio of

0.18. Item rate is inclusive of all material, labour, tools, plant and machineries, curing etc. complete

and as directed by Engineer-in-charge (Payment to be made in Sq.M for PMM for patch area

The cured product shall have following properties:

1) Drying shrinkage < 1000 microstrain as per ASTM C 157-93;

2) Compressive strength > 20Mpa at 1 Day

45 MPa at 28 Days as per BS1881

3) Flexural Strength > 7 Mpa at 28 days as per ASTMC

4)Bond strength > 6 MPa as per ASTM C 1042, etc complete.

5)Tensile strength> 2.5 MPa at 28 days as per BS6319

5)Fire Rating - Class A1 (EN1504-3)

5)Product used shall have CE (CE-29842) marking and compliance according to Construction

Products Directive 89/106/EEC

13 3164.00 Polymer modified microconcrete (for repair thickness more of 100 mm): 4592.92 Rupees Four Thousand Five SQM

Providing and laying of special repair material micro-concrete for reinstatement of members having Hundred Ninety Two and

thickness of repair more than 50mm and jacketing, using Single component, high strength, high flow Ninety Two Paise Only

cementitious micro-concrete having compressive strength minimum of M45 at 28 days Of Fosroc,

Asian paints, Krishna conchem, Sikka as per Indian / reputed International standard , blended with

washed saturated surface-dry (SSD), graded, low absorption, high density, aggregates of size 3mm

to 10mm at 50% by weight of micro concrete (if thickness is 100mm or more) and water as per

data sheet and pouring into the shuttering if required than use birds peak type form work using

suitable arrangement or if required using pumping device for uniform flow of Microconcrete. The

side shuttering can be removed after Minimum of 24 hours, preferably 3 days and the bottom

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

substrate at all heights, including all material, labour, tools, plant and machineries, curing etc.

complete as directed by Engineer-in-charge and/or consultant. (Payment shall be made in actual

consumption of cement bag used).

14 810.00 Carbon Fiber Wrapping System: 5575.20 Rupees Five Thousand Five SQM

Providing & laying applying Carbon Fiber sheet wrap at structural members including Surface Hundred Seventy Five and

Preparation: Grinding / moulding concrete substrate, cleaning it with wire brush, removing oil, Twenty Paise Only

laitance if present, rounding sharp edges to min 25 mm radius etc., complete. Profiling: Applying

PRIMER on prepared substrate, filling holes and uneven surface with PUTTY etc., complete.

Wrapping: Wrapping the Glass fibre wrap to structural element at desired orientation using tamping

roller to avoid any air voids etc., Repeat the same procedure for multiple layer with interval of

hours. Sand Pasting: Applying saturant, rectify air voids if any, paste the river sand on it to make

surface rough to take any further finishes. (Mode of Measurement: PerSq.Mt of Fiber consume and

not application of surface area.)

15 6745.00 Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member 20.55 Rupees Twenty and Fifty SQM

including stacking of serviceable material and disposal of unserviceable from site of work with all Five Paise Only

lead and lift outside Sachivalay as per direction of Engineer-in-charge.

16 2862.00 Sealing of Plaster, IPS and non structural Cracks: Sealing of plaster, IPS and nonstructural cracks 318.15 Rupees Three Hundred RMT.

with non-shrink compound using spatula or putty knife (for other than cracks where Epoxy grouting Eighteen and Fifteen Paise

has been carried out) Only

17 3955.00 Providing formwork of ordinary timber planking so as to give a rough finish including centering 267.25 Rupees Two Hundred Sixty SQM

shuttering strutting and propping etc. Height of propping and centering below supporting floor to Seven and Twenty Five Paise

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain Only

concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1)

Floors etc. upto 200 mm in thickness.

18 7498.00 20 mm thick sand faced cement plaster on walls for all height above ground level consisting of 12 315.69 Rupees Three Hundred SQM

mm thick backing coat of C.M. 1:3 ( 1 Cement : 3 Sand) and 8 mm thick finishing coat of C.M. 1:1 Fifteen and Sixty Nine Paise

(1 Cement : 1 sand) etc. complete. Only

19 9186.00 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on 83.18 Rupees Eighty Three and SQM

undecorated wall surface to give an even shade including throughly brushing the surface free from Eighteen Paise Only

mortar droppings and other foreign matter and sand papered smooth.

20 9186.00 Extra over item for painting with plastic emulsion paint of approved brand on ceilings and sloping 5.69 Rupees Five and Sixty Nine SQM

roofs. Paise Only

21 21000.00 Fabricating, supply and erecting in position Standard Structural steel sections conforming to IS 2062 117.28 Rupees One Hundred KG

for all structural steel works using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe, square pipe Seventeen and Twenty Eight

,etc. including welding, cutting, wastage, etc. complete. The rate is inclusive of welding road, supply Paise Only

& fixing of correct size nut, bolts, washers, paint, with all contractor's materials, labour, tools &

plants, in bolted / welded construction as directed by Engineer-in-Charge. Anticorrosive paint must

be applied before applied any paint. The rate shall inclusive of providing and applying Epoxy Coating

of approved shade, brand and manufacture on new structural steel work with one coat of 30 micron

(DFT) of Epilux 4 Zinc Rich primer of Berger Paint India Ltd or equivalent as primer and Two coat

each of 35 micron (DFT) of Epilux 84 High Gloss CR enamel of Berger Paint India Ltd or equivalent at

all levels. (Total DFT is 30+35+35=100 microns). The waste cut pieces shall not be included in the

paying quantity. The work shall be done as per drawing and specification. The work shall be carried

out as per IS:800, IS:816 with its latest amendments. - Parapet Steel Railing at the Terrace &

Stagging for Water Tanks

21A1 21000.00 Extra for Labour charges for cutting, Bending and welding- Parapet Steel Railing at the Terrace 10.10 Rupees Ten and Ten Paise KG

22 1347.00 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly- 688.82 Rupees Six Hundred Eighty SQM

propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ Eight and Eighty Two Paise

0.40 Kg per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, Only

which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers

of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight

consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on

both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron

HMHDPE film. 7th, the top most layer shall be finished with brick bats of class designation

grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing

compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand)

and finished neat (item of laying brick tiles shall be paid for separately). - WATER PROOFING

22A1 3364.09 The system includes surface preparation of cleaning, brushing and removal of flacky materials, 1454.98 Rupees Fifty and Eleven SQM

grouting the porous area with cementitious grout, proper coving of min. 50 x 50 mm between slab Paise Only

and wall junctions.

Providing and applying Dr. Fixit Wonderproof 100 or equivalent two-component, high-strength, fast-

curing, UV resistant hybrid urethane elastomeric waterproof coating which complies with the

requirements of EN 13251:2016 for a 25-year service life. The system should attain tensile Strength

≥ 18 N/mm2 (as per ASTM D 2370), tear Strength ≥ 160 N/mm (as per ASTM D 624), dynamic Crack

bridging (as per EN 13251:2016) with no cracks after 20000 sinusoidal cycles, dynamic crack

bridging as per ASTM C 1305-2016 - Pass with no crack, passes low temperature flexibility -20 deg C

after 1000 Hrs. UV (as per ASTM D 1970-2021), shore A hardness of > 85 (as per ASTM D2240) , peel

adhesion to concrete under wet Condition 11.4 N -24hours (as per ASTM C 794), abrasion resistance

of less than 7 mg CS 17 Wheel -1000 Cycle, 1.0 Kg (as per ASTM D 4060), depth of water

permeability -nil @ 10 Bar (as per EN 12390-8-2019), pass spread of flame Class A.

Premix Dr. Fixit Wonderproof 100 Components A and B using an electric double-paddle mixer for

2–3 minutes at low speed. Apply the first coat of Dr. Fixit Wonderproof 100 at a rate of 0.80–0.90

kg/m² without dilution, using a lamb’s wool or cloth roller. While the coating is still wet, roll and

embed a 225 gsm Fiberglass Chopped Strand Mat, ensuring full bonding without air bubbles or

wrinkles. Allow the first coat to dry for 3–4 hours. Apply the second coat at a 90° angle to the first.

Overlap the chopped strand mat by at least 5 cm at the joints, ensuring the overlaps are sufficiently

wet to achieve proper bonding. Once the surface is dry enough to walk on, apply the second coat at

0.80 kg/m². Apply additional coats as needed to achieve a total dry film thickness of 900–1000

23 2419.00 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and 50.11 Rupees Two Hundred SQM

disposal of unserviceable materials with all lead and lift. - KOTA STONE REMOVAL AT SUNKEN SLAB Seventy Two and Fifty Seven

AT PERIPHERY. Paise Only

24 759 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials 272.57 Rupees Two Hundred Ninety CUM

and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil - FOR ADDITION OF Five and Ten Paise Only

24A1 759.00 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful 295.10 Rupees One Hundred Thirty CUM

materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil- FOR Six and Ninety Two Paise

ADDITION OF SHEAR WALL Only

25 759.00 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in 136.92 Rupees Three Thousand CUM

layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. - Seven Hundred Fifty Eight

FOR ADDITION OF SHEAR WALL and Nineteen Paise Only

26 112.00 Providing and laying cement concrete 1:2:4 (1- Cement : 2-Coarse sand : 4- graded stone aggregates 3758.19 Rupees Three Thousand CUM

20 mm nominal size) and curing complete excluding cost of formwork in (A)Foundation and Plinth - Seven Hundred Fifty Eight

FOR ADDITION OF SHEAR WALL PCC FOR FOUNDATION & GRADE SLAB and Nineteen Paise Only

27 76.00 Providing and laying controlled cement concrete M.200 and 3758.19 Rupees Five Thousand Thirty CUM

curing complete excluding the cost of formwork and Five and Ninety Seven Paise

reinforcement for reinforced concrete work in (A) Only

Foundations, footings, Base of columns and Mass concrete

28 692.00 Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere 5035.97 Rupees One Hundred Eighty CUM

work , using cement content as per approved Design Mix manufactured in fully automatic batching Two and Six Paise Only

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of admixtures in recommended

29 231.00 proportions as per IS:of9103

Providing formwork to accelerate/

ordinary retardso

timber planking setting

as to of concrete,

give a roughimprove workability

finish including without

centering 182.06 Rupees Two Hundred Forty SQM

shuttering strutting and propping etc. Height of propping and centering below supporting floor to Three and Eighty Six Paise

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain Only

concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. - FOR

ADDITION OF SHEAR WALL RCC FOR FOUNDATION FORMWORK.

30 1228.00 Providing formwork of ordinary timber planking so as to give a rough finish including centering 243.86 Rupees Seventy Seven and SQM

shuttering strutting and propping etc. height of propping and centering below supporting floor to Twenty Nine Paise Only

ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain

concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including

buttresses & string course & the like.. - FOR ADDITION OF SHEAR WALL RCC FOR SHEAR WALL

31 74126.00 Providing TMT Bar FE 500D/550D reinforcement for R.C.C. work including bending, binding and 77.29 Rupees One Thousand One KG

placing in position complete upto floor two level. - FOR ADDITION OF SHEAR WALL & FOUNDATION Hundred Sixty Three and

Ninety Two Paise Only

32 938.00 Providing & Fixing Flase Ceiling of Aerolight lightweight calcium silicate tiles Tegular Edge of Size 1163.92 Rupees Six Hundred Six and SQMT

595x595x15 mm densified edge, having 100% humidity resistance and incombustible as per BS476 Ninety Five Paise Only

Part-4 with thermal conductivity of 0.043 W/m0kC, with NRC of 50 and approved surface design to

be placed in the grid suspended ceiling with border of gypsum sheet. Grid system made of

Galvanised steel section with main "T" runner 3.6mt long with size 38x24x0.30mm spaced at

1200mmc/c and cross "T" of 1.2mt long with size 24x24x0.30mm spaced between main "T" at

600mmc/ct of ormagrod of 600x1200mm and secondary cross "T" of length 600mm to be

interlocked at middle of the 600x1200mm panel to be fixed all around the perimeter of the wall.

The main "T" runner to be suspended from the ceiling using GI sloted cleats and 50mm long dash

fastners, 4mm GI adjustable rods with galvanised level clips with all labour and material and as

directed by Engineer Incharge

33 313.00 Pro. And fixing single layer water proof gypsum board 12.5 mm thick sections using water proof 606.95 Rupees Forty Two and Forty SQMT

board of size 1220 mm x 1830 mm x 8.0 mm suspended by GI suspender channel of size 25 mm x 3 Two Paise Only

mm with intermediate channel og size 18 mm x 40 mm x 0.8 mm at 1220 mm center to center

ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm c/c and perimeter channel A of size

mm x 27 mm x 30 mm x 0.5 mm at edges & drops incl.paper tap sand sofit cleat, anchor fastener,

scoch bolt connecting cleat,joining compound top coat on ceiling incl.making necy.opening for light

fitting,diffuser etc. comp. as per detail drawing as directed

34 1251.00 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed 42.42 Rupees One Thousand One SQMT

glazing and false ceiling including disposal of unserviceable surplus Hundred Twenty and Thirty

material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in- Six Paise Only

35 1212.00 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps and 1120.36 SQMT

landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) and chemical

adhesive finishing with flush pointing in white cement as directed by engineer-in-charge.

TOTAL AMOUNT(A)=

TOTAL AMOUNT(A)=

CREDIT OF DISMANTLED ITEM

36 31338.00 CREDIT FOR SCRAP VALUE OF REINFORCEMENT FROM THE DEMOLISED CONCRETE 23.23 Rupees Twenty Three and KG

Twenty Three paise only

TOTAL AMOUNT(B)=

TOTAL AMOUNT(B)=

TOTAL AMOUNT(A-B)=

TOTAL AMOUNT(A-B)=

Rupees Eight crore forty-two lakh twenty-two thousand two hundred fifty rupees and forty paise Only

*Estimated Amount *Estimated Amount

Put to Tender 84222250.4 Put to Tender

Deduct:..........%Below Add:............%Above

*(Please strike out whichever is not applicable.)

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

2.The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills.

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a

change as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

5. All the works shall be carried out as per Public works Department Hand Book and other Specification of the Division or as directed

6. Rate of Dismantled material shaal be deducted from bill at the rate mentioned in attached statement here if all over tender will be below than the estimated cost.

7.In case of Tender Quoted above the rate than estimated cost of dismantled item will be increased by percentage quoted by agency.

8. I/We hereby declare that, I/We have carefully studied conditions of contract, Specifications & Other documents of this work and agree to execute that same accordingly.

9. Credit of dismentled materials amount Rs.7,27,981.74 Deducted form 1st. R.A bill.

Deputy Executive Engineer Executive Engineer

Sign of Contractor

Capital Project Sub Division No.5 Capital Project Division No.2

Gandhinagar Gandhinagar