PKG : TOILET BLOCK & REPAIRING WORK OF PRIMARY SCHOOL IN OLPAD TALUKA[1]CONSTRUCTION OF TOILET BLOCK AT BOLAV PRIMARY SCHOOL[2]CONSTRUCTION OF TOILET BLOCK AT TENA PRIMARY SCHOOL[3]CONSTRUCTION OF TOILET BLOCK AT KAMROLI PRIMARY SCHOOL[4]CONSTRUCTION OF TOILET BLOCK AT SOSANK PRIMARY SCHOOL[5]REPAIRING OF PRIMARY SCHOOL AT ASNAD, DIST-SURAT.[6]REPAIRING OF PRIMARY SCHOOL AT ANITA, DIST-SURAT.[7]REPAIRING OF PRIMARY SCHOOL AT JINOD, DIST-SURAT.[8]REPAIRING OF PRIMARY SCHOOL AT SELUT, DIST-SURAT.[9]REPAIRING OF PRIMARY SCHOOL AT KOBA, DIST-SURAT. (2ND TIME)

BILL OF QUANTITIES

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

1 useful materials and disposing off the excavated stuff upto 50 Meter lead. (A) Loose 122.21 CMT. 122.93

Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out and

2 stacking of useful materials and disposing off the excavated stuff upto 50 Meter 21.68 CMT. 136.47

lead. (A) Loose or soft soil

Filling available excavated earth (Including rock in trenches plinth, sides of

3 foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited 111.27 CMT. 136.91

layer by ramming and watering)

Providing & filling in plinth with murrum or yellow soil or selected soil in layers of

cm. Thickness. Incl. watering, ramming & consolidation etc. complete.

Filling in plinth with sand under floors including watering ramming, consolidating

and dressing complete

Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- graded

6 stone aggregates 20 mm nominal size) and curing complete including cost of formwork 30.93 CMT. 3923.85

in (A) Foundation and Plinth (A) PCC

Providing and laying cement concrete M.200 and curing complete inculding the cost

7 of formwork but Excluding the cost of reinforcement for reinforced concrete work in 14.33 CMT. 4563.18

foundation, footings base of column and mass concrete. (A) Footing

Providing and laying cement concrete M.200 and curing complete inculding the cost

8 of formwork but Excluding the cost of reinforcement for reinforced concrete work in 3.21 CMT. 8001.22

All Types of Column D) Column, Pillers, posts and struts , upto Plinth

Providing and laying cement concrete M.200 and curing complete inculding the cost

of formwork but Excluding the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and struts, upto Ground Floor

Providing and laying cement concrete M.200 and curing complete inculding the cost

of formwork but Excluding the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and struts, upto Terrace Floor

Providing and laying cement concrete M.200 and curing complete inculding the cost

11 of formwork but Excluding the cost of the cost of reinforcement for reinforced 5.53 CMT. 6321.59

concrete work in Beams. (E) Beam, upto Plinth

Providing and laying cement concrete M.200 and curing complete inculding the cost

12 of formwork but Excluding the cost of reinforcement for reinforced concrete work in 4.30 CMT. 6321.59

All Types of Beams,(E) Beam, Ground Floor

Providing and laying cement concrete M.200 and curing complete inculding the cost

13 of formwork but Excluding the cost of reinforcement for reinforced concrete work in 6.35 CMT. 6267.05

All Types of Slab,All Thickness (C) Slab upto Plinth and Ground Floor

Providing and laying cement concrete M.200 and curing complete inculding the cost

14 of formwork but Excluding the cost of reinforcement for reinforced concrete work in 1.30 CMT. 5865.07

Lintel upto Ground Floor

Providing and laying cement concrete M.200 and curing complete inculding the cost

15 of formwork but Excluding the cost of reinforcement for reinforced concrete work in 1.69 CMT. 6886.18

Chajja. Upto Ground Floor

Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work including

binding, bending and placing in position complete upto floor two level ,Ground Floor,

First Floor,Second Floor , Terrace Floor ,Lift Machine Floor (all floor).

Brick work using common brunt clay building bricks having crushing strength not less

17 than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1 cement :6 fine sand) 5.31 CMT. 4214.32

etc.comp. (B) Conventional Ground floor upto Plinth

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Brick work using common brunt clay building bricks having crushing strength not less

18 than 35 kg/sqcm. in superstructure above plinth level upto floor two level in cement 28.06 CMT. 4503.04

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B) Conventional Ground Floor

Brick work using common brunt clay building bricks having crushing strength not less

19 than 35 kg/sqcm. in superstructure above plinth level upto floor two level in cement 4.23 CMT. 4545.16

mortar 1:6 (1 cement :6 fine sand) etc.comp. (B) Conventional First Floor

Half brick masonry in common brunt clay building bricks having crushing strength

20 not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in 57.76 SMT. 629.83

foundation and plinth (B) Conventional

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or

21 Full/half brick walls for interior plastering upto floor two level and finished even and 224.79 SMT. 161.19

smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) Ground Floor

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or

22 Full/half brick walls for interior plastering and finished even and smooth in (ii) 18.05 SMT. 185.75

Cement mortar 1:4 (1-cement :4-sand) First Floor

Providing & laying 10 mm. thick cement plaster in single coat on fair side of ceilings

23 for interior plastering upto floor two level and finishing with smooth mala plaster.(i) 35.02 SMT. 148.31

Cement mortar 1:4 (1 cement : 4 sand) Ground Floor

20mm thick sand faced cement plaster on walls upto Any height metres 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. complete. Upto Ground Floor to Terrace (LMR)

Providing and laying Granite Slab 18mm thick in Flooring laid 20mm thick Cement

25 Mortar 1:4 (1-Cement : 4-Coarse Sand) and jointed with Grey Cement Slurry including 13.53 SMT. 2190.69

full molded round front edges , rubbing and polishing etc. complete.

Providing and laying Granite Slab 18mm thick in Risers of steps Dedo, window sill,

jembs and pillars laid 10 mm thick Cement Mortar 1:4 (1-Cement : 4-Coarse Sand) and

jointed with Grey Cement Slurry including full molded round edges , rubbing and

polishing etc. complete.

Providing and laying white glazed tiles 6mm thick inflooring treads of steps and

27 landing laid on a bed of 12mmthick cement mortar 1:3 (1-cement : 3-coarse sand 298.50 SMT. 963.11

)finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick inskrting risers of steps and dedo on

28 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed withwhite 162.62 SMT. 1127.48

Providing and fixing FRP frame size 125x65 mm and 35mmthick FRP shutter having

extra reinforcement on sides &edges in polish finish. The core of the shutter & frame is

to befiled up with injected polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & alsotaking hinges & fintures. The

whole FRP frame & shutter is tobe water proof weather proof, termite proof &

resistance tomild acid/alkali. Rates are to be inclusive of S.S hinges withnecessary

screws & alluminium S.S fixtures & fastenings &

fastener sleeve.

Providing and fixing standared extruded of alluminium section of size 63mm x

38.10mm x 1.2mm (Jindal Section :2434, @ Wt. 0.643 Kg/mt) with colour anodized

alluminium frame for ventilation with 5 mm thick frosted glass as details etc complete

for Ventilation

Providing and fixing M.S. grill of required pattern of windows etc. with M.S.. flats at

required spacing and frame alround square or round headed bolts and nuts or by

screws.including applying a priming coat of red lead paint and two coats of oil painting

etc complete (A)Plain grill

Applying two coats of Birla (white cement based) or (acrylic lapy- putty) or

equivalent & two coats of primer of approved brand and manufacture on new wall

32 surface,Ceiling surface to give an even shade including thoroughly brushing the surface 673.35 SMT. 40.59

free from mortar dropping and other foreign matter and sand papered smooth.

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface,Ceiling surface to give an even shade

including throughly brushing the surface free from mortar droppings and other foreign

matter and sand papered 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

Applying priming coat over new steel and other metel surface after and including

preparing the surface by throughly cleaning, oil,grease, dirt and other foreign matter

and scoured with brushes fine steel wood, scrapers and sand paper with ready mixed

priming paint brushing red lead. and Painting two coats (excluding priming coat) on

new steel and other metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

Providing and laying broken chine mosaic flooring for terrace using 12 mm to

36 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or 57.80 SMT. 779.69

slope and to be tempered to bring mortar creme out upto surface using

Providing and fixing wash down water closet (European type, W.C. Pan) with integral

P or S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement :

37 1-fine sand) inculding Providing and fixing plastic seat and cover for wash down water 14.00 No 1648.15

closer with C.P. brass hinges and rubber buffers. (A) vitreous China Pattern :(i) in

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

brackets painted white including sutting holes and making good the Providing and

fixing C.P. brass waste for washbasin or sink. (A) 32mmdia.,Providing and fixing

38 pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. 7.00 No 2165.90

(i) 15mm dia.,Providing and fixing brass screw down stop tap.(A) 15mm dia..(A)

Vitreous China:(ii) Flat Back washbasin 550 mm x v 400mm size. (i) In white colour.

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass

39 mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden pluge with 7.00 No 859.41

C.P. brass screws and washers.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with

40 jali of the following nominal diameter of self cleansing design with C.I scread down or 21.00 No 599.64

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

Providing and fixing screw down bib taps of following size.(A) Brass screw down bib

tap polished bright. (i) 15mm dia.

42 Providing and fixing Gun metal check or non-return fullway wheel valve. 25mm. dia. 7.00 No 420.63

Providing and fixing chromium plated brass half trun flush cock of approved quality

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

Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal (A)

Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH-

40) for cold water including fittings 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 concealed

45 as directed including necessary fittings etc. including testing of pipe and joints and 60.00 RMT. 72.65

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 as approved by Engineer In Charge. Pipe shall be

46 fixed on the wall with the help of clamp at every two metre C/C or shall be concealed 36.40 RMT. 91.84

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

fixing the same with adhesive solvent, including cost of all materials.

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Providing, laying and jointing in true line and level 110mm 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

47 fixed on wall using of PVC clamp of the size 110 mm diametre x 149 mm length x 145 59.50 RMT. 878.57

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 fixing S.W. gully trap with C.I. grating brick masonry chamber and

48 water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard 7.00 No 1246.92

weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type

Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including

500mm x 450mm C.I. horizontal grating wih frame complete.

Constructing brick masonry chamber for underground C.I. Inspection chamber and

bends with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I.

cover with frame (Light duty) 455mm x 610mm intenal dimensions total weight of

cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame

50 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone 7.00 No 2932.93

aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with

cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and

bed concrete etc. complete.(i) Inside dimensions 455mmx 610mm and 450mm deep

for single pipe line.

Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-

51 pressure pipes I.S. class NP2 of the following internal diameter with collars and butt 28.00 RMT. 257.19

ends prepared for collar joints including testing of joints complete. (B) 150 mm dia.

52 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 7.00 No 101.91

53 Providing and fixing in position cowel went to pipes.(C) 100mm dia 7.00 No 505.17

Providing erecting and fixing double coated PVC. (ISI) water tank of required

capacity each with all necessary fittings and connection etc. complete on terrace.

Steel work, welded in built up sections framed workincluding cutting, hoisting, fixing

in position and applying apriming coat of red lead paint. (A)In beams and

joists,channels angles Tees, flats, with connecting plates or anglecleats as in main and

cross beams. Hip and jack rafters,purlins conneted to common rafters and the like

Providing corrugated G.I. sheet of class-3 roofing fixed withglavanished iron J or L

Hooks, Bolts and nuts 8mm diameterwith 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.

Providing ridges or hips 600 mm overall in plain G.I. sheetclass-3 fixed with G.I.J. or

57 L Hooks and nuts 8mm dia G.I.Limpet and bitumen washer complete. (1) 0.80 mm 11.00 SMT. 664.70

Providing and fixing 150mm wide 450mm over allsemicircular plain G.I.sheet class-3

58 gutter with Ironbrackets 40mm x 3mm size Bolts, Nuts, washers etc.including making 8.10 SMT. 581.32

necessary connection with rain waterpipes. (i) 0.80 mm thick Sheet.

Providing and fixing on wall face C.I. Rain water pipeincluding filling the joints with

59 spun yarn soaked in neatcement slurry and cement mortar1:2 (1- Cement : 2-finesand) 5.00 RMT. 295.80

Providing and laying polished Kota stone slab flooring over 20mm (Average) thick

base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 -

60 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to 212.64 SMT. 1015.53

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

Painting one coats (excluding priming coat) on previously painted wood and wood

61 based surface with enamel paint, to give an even shade including cleaning the of all 46.58 SMT. 58.13

dirt, dust and other foreign matter.

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

Painting one coats (excluding priming coat) on previously printed steel and other metal

62 surface with synthetic enamel paint, brushing to give an even shade including cleaning 23.76 SMT. 46.44

the surface of all dirt, dust and other foreign matter.

Providing and laying water proofing treatment cement concrete flooring 1:2:4 (1-

63 cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal size) laid in one 20.00 SMT. 339.08

layer and finished with a floating coat of neat cement. (B) 50mm thick.

Demolition of terrace including stacking of serviceable materilas and disposal of

64 unserviceable materials with all 20.00 SMT. 66.99

lead and lift.(i) Brick tile covering.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.

Demolition of Brick work and stone masonry including stacking of serviceable

66 materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement 6.90 CMT. 577.92

Providing and fixing flush door both sides laminated andshutter fabricated from 35 mm

thick solid core malemine faced three layered pre laminated flat pressed wood based

exterior grade bonded BWP/BWR synthetic resin having stamped IS 12823 grade I

67 type II including three coats of lacquer polishing to exposed wooden surfaces and 0.88 SMT. 2838.10

Stainless steel decorative type designs fixtures / fastening 2Nos. Handles, 2Nos.

Aldropes, towerbolt etc. as per architectural detailed drawing and as directed by

engineer in charge..

Providing and fixing window having extruded aluminum Colour anodized section

frame main outer size 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt), horizontal two

track member size Both Side 66.00 x 50.00 x 1.50 mm(Wt 1.40 Kg / Rmt), with

sliding shutters of horizontal member size 66.00 mm x 26.00 mm x 1.50mm (wt.of

0.90 Kg/mt), vertical member of size 66.00 mm x 26.00 mm x 1.50mm (wt.of

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. Domal Section Window Track.

Providing and fixing galvanised Barbed wire in fixed helical winding and five

Horizontal wires fixed on "Y" type angle section fixed in copping beam on top of

compound wall. Including cutting hoisting fixing in position and applying a priming

coat of red lead paint on angle section.

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of

70 steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse 111.78 SMT. 1073.13

sand ) finishing with flush pointing in white cement.

Providing and fixing post and pipe railing as per detailed drawing including 3 coats of

painting to steel works complete.

72 Chicken wire mesh 16 x24 5.00 SMT. 184.02

Cutting out cracks of roof terrace to V- section , cleaning out, wetting , grouting with

cement and sand slurry 1:3 (1 cement 3-sand )

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words) of the

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

Estimated Amount Put to tender. 3214081.98 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(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

(2) The labour cess 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

Item No. Description of Item (With brif Specification And Reference to Book of Specifications) Quantity Unit Amount

(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.

Signature of Bidder

Deputy Executive Engineer, Executive Engineer

Panchayat ( R&B) Sub Division, Panchayat ( R&B) Division