Renovation of Adarsh Nivashi Shala at Keshod Dist.Junagadh

Name of work : RENOVATION OF AADARSH NIVASHI SHALA AT KESHOD DIST. JUNAGADH.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

1 5.00 Demolition including stacking of serviceable materilas and disposal of 1082.35 cum

unserviceable materials with all lead and lift. (i) R.C.C. work

2 22.00 Demolition of Brick work and stone masonry including stacking of 562.89 cum

serviceable materilas and disposal of unserviceable materials with all lead

and lift.(ii) In Cement Mortar.

3 43.00 Dismentling doors, windows, ventilators etc. (wood or steel) shutters 192.09 Nos

including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift.(i) Not exceeding 3 Sq.M.

4 446.00 Dismentaling tiled of stone floors laid in mortar including stacking of 49.12 Sqmt

serviceable materilas and disposal of unserviceable materials with all lead

5 415.00 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and 76.68 Rmt

clamps including stacking the materials with all lead and lift ( for any dia, of

6 17.00 Excavation for foundation upto 1.5 m depth including sorting out and 268.92 cum

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(C) Hard Murrum

7 34.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- 3095.25 cum

hand broken stone aggregates 40 mmnominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth.

8 3.00 Providing and laying cement concrete 1:3:6 (1 Cement : 3- Coarse sand : 6- 4152.60 cum

crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping

9 16.00 White Stone Bela mesonry block in course foundation & plinth with stone of 5338.36 cum

approved quality in Cement Mortar 1:5 (1-Cement : 5- course sand)

including packing the joints etc. complete.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

10 5.65 Filling available excavated earth (excluding rock) in trenches. plinth, 136.61 cum

sides of foundations etc. in layers not exceeding 2cm. in depth consolidating

each disposited layer by ramming and watering.

11 36.00 Filling in foundation and plinth with murrum or selected soil in layers of 301.78 Cum

2cm. thickness including watering, ramming and consolidating etc.

12 64.00 Carrying out plinth treatment to post construction / existing structure by 59.46 Sqmt

spraying chemical solution for termite control treatment incl, labour

material consisting with ISI specification.

13 480.00 Providing TMT Bar FE 500 reinforcement for R.C.C. work including bending, 77.29 Kg

binding and placing in position complete upto floor two level All floors

14 27.00 White Stone Bela mesonry block in course in superstructure with stone of 6479.69 cum

approved quality in Cement Mortar 1:6 (1-Cement : 6- course sand)

including packing the joints etc. complete.

15 86.00 White Stone Bela mesonry work in partition walls upto 15 cm thickness in 684.49 Sqmt

cement Mortar 1:4 ( 1- Cement : 4- course sand)

16 46.00 Providing and fixing window having extruded aluminum Colour anodized 1583.95 Sqmt

section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt

horizontal Three track member size 92mm x 31.75mm x 1.30mm,@ Wt.1.07

Kg/mt , vertical member of size 92mm x 31.75mm x 1.50mm @ Wt.

Kg/mt with sliding shutters of horizontal member size 40 mmx18mm

x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x

1.29 mm @ wt.of 0.456Kg/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

17 10.00 Providing and fixing Standard extruded of alluminium section of size 63 x 1175.56 Sqmt

38.1 x 1.2mm (of Jindal Section No. 465, @ Wt. 0.643 Kg. per Rmt. with colour

anodized alluminium frame with 5mm thick transparent glass as details for

18 11.00 Providing and fixing 35 mm thick shutters for Doors, windows and 3773.84 Sqmt

clearstory windows including lackenamelled M.S. butt hinges with necessary

screws. (A) Indian teak wood. (i) Fully Panelled.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

19 50.00 Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP 2377.76 Sqmt

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 polyurethene foam done in situ alongwith embedded

wooden pieces for stiffening & also taking hinges & fintures. The whole FRP

frame & shutter is to be water proof weathe 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.

20 127.00 Providing and fixing M.S. grills of required pattern to wooden frames of 112.11 Kg

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.

21 307.00 Providing and laying broken chine mosaic flooring for terrace using 1070.33 Sqmt

12 mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions and

extending them upto 15 cm along the wall,clearing with water and oxalic

acid with C.C 1:2:4 flooring with 40 mm etc.( waterproofing 3 years bond for

lekage) as directed.

22 9.00 Constructing sand witch platform of 18 mm thick polished black granite at 5449.96 Sqmt

top and 25 mm thick Kota stone slab with 75cm height with necessary

support using cement mortar 1:3 for sandwich and fitting at bottom & edges

with waterproof rigid adhesives including making necessary grooves in

walls with vertical kota stone 30 mm x 2 No. sandwich thick every 60 cm

centre to centre including all labour material of approved quality including

full molded round front edge fixed in wall for partition and jointed with grey

cement slurry including rubbing and polishing etc. complete.

23 273.00 Providing 15mm thick Mala cement plaster in single coat on smooth finished 222.66 Sqmt

(Similar)side of single or half masonary walls for interior plastering upto

floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-

cement :4-sand) incl. finishing Putty with a floating coat of neat cement

slurry etc. G.F.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

24 132.00 20mm thick sand faced cement plaster on walls upto height 10 metres above 342.41 Sqmt

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-

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

25 61.00 Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and 900.29 sqm

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

sand ) finishing with flush pointing in white cement.

26 280.00 Providing and laying coloured glazed tiles/Degital wall tiles of the size 1488.24 sqm

300mm x 300mm x 8mm / 300mm x 405mm x 8mm in skirting, risers of

steps and dedo on 1mm thick cement plaster 1:3 (1-Cement : 3-Coarse sand)

& jointed with white cement slurry.

27 64.00 Providing and laying polished Kota stone slab flooring/skirting over 2mm 1019.39 Sqmt

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M.

1.1.5 laid over and jointed with grey cement slurry including rubbing and

polishing etc. complete.(A) 25mm thick

28 132.00 Finishing Wall with Weather Proof Exterior Emulsion Paint on Wall Surface 120.26 Sqmt

(Two Coats) to give an required shape even shade after thoroguhly brushing

the surface to remove all dirt, and remains of loose powdered materials etc.

29 2000.00 Providing erecting fixing double coated Syntex of Equivalent PVC (ISI) Mark 3.94 Ltrs

Water Tank of Required Capaicty each with all necessary fittings &

connection etc.complete on Terrace.

30 13.00 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 1316.19 Nos

580mm (Earthwork, bed concrete, foot reste and trap to be measured and

paid for separately) (A) Vitreous China.(I) Long pattern = White colour with

P or S Trap 100mm size

31 6.00 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 1989.70 Nos

brackets painted white including sutting holes and making good the same

but excluding fittings. (A) Vitreous China: (ii) Flat Back washbasin 55 mm x

v 4mm size. (i) In white colour. incl,C.P.brass waste 32mm dia. PVC

connection & high pressure 15mm dia. pillar tap etc.comp.

32 13.00 Providing and fixing C.P. brass towel rail comlete with C.P. brass brackets 616.42 Nos

fixed to wooden plugs with C.P. brass scews. (B) 6mm x 2mm size.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

33 21.00 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jali of the 586.27 Nos

following nominal diameter of self cleansing design with C.I. Scrwed down or

hinged grating including the cost of cutting and making good the walls. (A)

34 8.00 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber 1246.92 Nos

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

standard weight. (B) 150mm x 100mm size Pof R type

35 15.00 Constructing masonry for under ground C.I, Inspection chamberand bends 2932.93 Nos

with brick having crushing strength not less than 35Kg./Sqm in C.M. 1:5 C.I.

cover with frame (light duty) 455mm x 610mm internal dimensions total

weight of cover not less than 35Kg(Weight of cover 23 Kg. and weight of

frame 12Kg) with R.C.C. top slab with 1:2:4 mix foundation concrete 1;5:10

inside plaster 15mm thick with C.M. 1:3 finished smooth with floating coat of

neat cement slurry on walls and bed concrete etc. comp. (A) Inside

dimensions 455 x 610 and 450mm deep

36 13.00 Providing and fixing chromium plated brass half trun flush cock of approved 263.77 Nos

quality including fixing in pipe line etc. complete. (ii) 25mm dia.

37 51.00 Providing and fixing brass screw down stop tap. (A) 15mm dia. 205.83 Nos

38 4.00 Providing and fixing Gun metal check or non-return fullway wheel valve. (E) 663.43 Nos

39 6.00 Providing and fixing Gun metal check or non-return fullway wheel valve. (E) 420.63 Nos

40 148.00 Providing, laying and jointing in true line and level U.P.V.C. SWR Type B-Pipe 876.90 Rmt

conforming to IS 13592-1992 with one end plain and other end socketed

with rubbering & fitting conforming to IS : 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 16mm

diameter x 21mm length x 196mm high at every 2mm center to center or

shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pies and joints and jointed with

adhesive solvent cement including cost of all materials. (B) 110 diameter

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

41 500.00 Providing, laying and jointing in true line and level U.P.V.C. Pipe (SCH-4) line 148.12 Rmt

including fitting as approved by Engineer-in-Charge. Pipe shall be fixed on

the wall with the help of clamp at every two meter C/C or shall be concealed

as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. (D) 40 mm dia.

42 77.00 Providing, laying and jointing in true line and level U.P.V.C. Pipe (SCH-4) line 91.84 Rmt

including fitting as approved by Engineer-in-Charge. Pipe shall be fixed on

the wall with the help of clamp at every two meter C/C or shall be concealed

as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. (B) 25mm dia.

43 52.00 Providing, laying and jointing in true line and level U.P.V.C. Pipe (SCH-4) line 72.65 Rmt

including fitting as approved by Engineer-in-Charge. Pipe shall be fixed on

the wall with the help of clamp at every two meter C/C or shall be concealed

as directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. (a) 15mm dia.

44 240.00 Providing, laying and jointing in true line and level U.P.V.C. SWR Type B-Pipe 834.38 Rmt

conforming to IS 13592-1992 with one end plain and other end socketed

with rubbering & fitting conforming to IS : 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 16mm

diameter x 21mm length x 196mm high at every 2mm center to center or

shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pies and joints and jointed with

adhesive solvent cement including cost of all materials.(A) 160 m dia.

45 28.00 Construction of a soak well of size 2.40 m Diameter and 3.00 m Deep. as per 8742.56 Cumt

the approved drawing & design etc.in all sort of soil complete as directed

and approved by engineer incharge.(RA)

46 2.00 Providing and fixing Kitchen SS Sink Glosy ASIS 304 Grade 1mm thick 2171.50 Nos

with overall size 610 X 460 mm & Bowl size 560X410X200 with C.I. or M.S.

Brackets, painted white including cutting holes in walls and making

good the same etc. complete.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

47 40.00 Construction of a septic tank of size 3.60 m X 1.50 m X 1.80 m. as per the 7281.09 Cumt

approved drawing & design etc.in all sort of soil complete as directed and

approved by engineer incharge. (RA)

48 4358.35 Structural steel work ( Confirming to IS 4923-1997) riveted, bolted or 135.34 Kg

welded in builtup for all type sections, in framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer and Two coat oil paint all complete as per the structural designs and

directions of Engineer in charge.

49 174.33 Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron 734.19 Sqmt

J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet

washer or G.I. limpet washer. filled with white lead complete excluding the

cost of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet.

50 2.00 Supplying submersible pump set Electric motor driven borewell 45732.80 Nos

submersible pump set confirming to IS 8034 and motor confirming to IS

9283 working at 3 phase 400 / 440 volt 50 Hz AC supply & 2900 RPM.

(25) Cat o. 6.3, Discharge 400 LPM, 150 Mtr Head, 22.50 HP

51 200.00 Providing and fixing inter locking Paver concrete block 60mm thick with 590.27 Sqmt

grade of concrete M200 pnumatic compressed / vibrated mechanically

and as per approved design including 75 mm Sand layer for levelling

and filling the joint with sand in proper line and level as per Directed

Engineer in charge.

52 15.00 Repairing of existing Door like Lamineted Sheet missing Parts , Ply 3232.00 Nos

alluminium pipe etc, wind sheel, Lock , aldraff necessasy hardware etc comp

as where as needed as per directed by Engineer in charge

53 35.00 Repairing of existing window likemissing wooden parts , glass and wind 1212.00 Nos

sheel, Lock , aldraff necessasy hardware etc comp as where as needed as per

directed by Engineer in charge

I/We am/are willing to carry out the work at _______ % above/below percent (should be

written in figures and in words ) of the estimated rates mentioned above. Amount of my/our

tender works out as under.

Quantities Description of Item Estimated Rate Unit Total amount

Quantities Description of Item Estimated Rate Unit Total amount

*Estimated amount *Estimated amount

put to tender Rs.39,73,360.21 put to tender Rs._________________

Deduct ____ % below Rs. _________ Add ____ % above Rs. _________

Net Rs. _________ Total Rs. _________

*( Please strike out which ever is not applicable )

Note 1:- The Contractor shall exhibition board with detailed specification and details of work as directed by the Engineer – In – Charge for which

no extra payment shall bemade

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

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

Note 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 the reisa 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

Note 5:-Credit amount of dismanteled material as per atteched statement Rs

TOTAL CREDIT OF 24358.00 will be deducted from First Running bill of Contractor

Signature of Bidder Executive Engineer