BID DOCUMENTS FOR DEVELOPMENT OF FRESH WASTE PROCESSING PLANT AT VALSAD SOLID WASTE MANAGEMENT SITE (PHASE 1) UNDER SWACHH BHARAT MISSION 2.0 AND SJMMSVY (2025-26).

Total Amount Rs.

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

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.

Note : 5 18 % GST Will be paid separately by Valsad Nagarpalika.

Signature of Contractor Chief Officer

Valsad Nagarpalika

SECTION-7 BILL OF QUANTITIES-574

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION AND INSTALLATION VARIOUS COMPONENTS AND

MACHINERIES AT PROPOSE SOLID WASTE MANAGEMENT SITE ON BLOCK NO- 394 AT VALSAD

1 - COMPOUND WALL WITH RCC RETAINING WALL (243 mt)

Sr. Qty. Description Total Unit Amount

1 802.00 Excavation for Foundation upto 1.5 m. Depth including sorting

Cmt. out and stacking of useful materials and disposing of excavated

stuff upto 50 Meter lead (A) (loose or soft soil)

2 347.50 Excavation for Foundation from depth 1.5 m. to 3.0 m. including

Cmt. sorting out and stacking of useful materials and disposing of

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

3 246.00 Providing & laying weep hole in Aburtments, and returns by

Ea using A.C. pipe of 100mm including laying in proper grede and

jointing the completed as per detailed specification.

4 160.50 Providing and filling rubbles including hand packing and filling

Cmt. interstices with quarry spalls behind abutments and between

returns as directed.

5 108.00 Providing and laying P.C.C. (1:3:6) mix (1 cement, 3 coarse

Cmt. sand, 6 hand broken stone aggregate of 40mm nominal size) and

curing complete excluding the cost of formwork in (A)

Foundation and Plinth.

6 Providing & laying controlled cement concrete M 250 and curing

complete excluding the cost of formwork and reinforcement of

reinforced concrete work in.

a 231.00 For R.C.C. Base Slab 4532.88 Cmt.

b 273.50 For RCC Wall 7915.37 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-575

c 11.50 For Column 6039.80 Cmt.

d 7.50 For Coping 6020.61 Cmt.

7 30445.97 Providing TMT Bar FE 500D reinforcement for R.C.C. work

Kgs. including bending, binding and placing in position complete upto

floor two level.

8 377.00 Filling available excavated earth (excluding rock) in trenches

Cmt. plinth, sides of foundations etc. in layers not exceeding 20 cm in

depth consolidating each disposited layer by ramming and

9 86.00 Providing and Laying Brick work using common burnt clay

Cmt. building bricks (Conventional) having crushing strength not less

than 35 Kg./Sq. Cm. in Super Structure Above Plinth level in

Cement Mortar (1:6) (1 Cement : 6 fine sand) etc. complete for

any Height. 4295.99 Cmt.

10 756.00 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) Plain Grills. 104.04 Kg.

11 25.50 Applying Priming Coat on new steel and other metal surface by

Smt. throughly cleaning, oil, grease and scoured with brushes fine

steel wood, scrapers and sand paper with ready mixed priming

paint brushing red lead and Painting two coats with synthetic

enamel paint, brushing to give an even shade including cleaning

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

12 998.50 20mm thick sand faced cement plaster on walls upto height

Smt. metres above 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. complete

13 998.50 Finishing wall with weather proof exterior emulsion paint on wall

Smt. 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

SBD SECTION-7 BILL OF QUANTITIES-576

14 243.00 Providing and fixing galvanized steel barbed wire fencing

Rmt (Circuler) fixing with 40x40x6mm ( Height As Per Drawing)

m.s.angle and fixed at 0.11 mt. c/c with Two horizontal lines and

Circuler wire to fix on coping or existing sub structure including

painting with 2 coat oil paint and other related civil work with

including all labour works and charge conveyance etc. charge

completed as directed on site.

SBD SECTION-7 BILL OF QUANTITIES-577

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR CONSTRUCTION & INSTALLATION OF VARIOUS COMPONENTS & MACHINERIES AT

PROPOSED SOLID WASTE MANAGEMENT SITE ON BLOCK NO -394 AT VALSAD.

2 - COMPOUND WALL WITH FANCING ( 473.00 RMT )

Item Qty. Description Total Unit Amount

1 830.00 Excavation for foundation up to 1:5 mt. Depth including

Cmt. sorting out and stacking of useful materials and

depositing of the excavated stuff up to 50 meter lead.

2 143.00 Excavation for foundation from depth 1:5 mt. to 3.0 mt.

Cmt. Depth including sorting out and stacking of useful

materials and depositing of the excavated stuff up to

meter lead. (a) Loose or soft soil.

3 667.00 Filing available excavated earth (excluding rock) in

Cmt. trenches plinth sides of foundations etc. in layers not

exceeding 20cm. In depth consolidating each deposited

layer by remming and watering.

4 142.56 Providing and filling rubbles including hand packing and

Cmt. filling interstices with quarry spalls below Footing and

between returns as directed.

5 98.00 Providing and laying cement concrete 1:3:6 (1-Cement : 3-

Cmt. coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth 3005.76 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-578

6 147.00 Providing and Laying controlled cement concrete M-250

Cmt. and curing complete, including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in Column footings. 4532.88 Cmt.

7 22.50 Providing and laying controlled cement concrete M-250 and

Cmt. curing complete including the cost of formwork But

Excluding the cost of reinforcement for reinforced concrete

work in Column upto Plinth Level having any cross section

8 26.00 Providing and Laying controlled cement concrete M-250

Cmt. and curing complete, including the cost of formwork but

excluding the cost of reinforcement for reinforced concrete

work in Columns having any cross section area upto floor

two level. 6039.80 Cmt.

9 39.00 Providing and laying controlled cement concrete M-250 and

Cmt. curing complete including the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete

work in Ground Beam having any cross section area.

10 13.00 Providing and laying controlled cement concrete M-250 and

Cmt. curing complete including the cost of formwork and

excluding the cost of reinforcement of reinforced concrete

-- do -- for Coping 6020.61 Cmt.

25980.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work

Kgs. including bending, binding and placing in position complete

upto floor two level

SBD SECTION-7 BILL OF QUANTITIES-579

12 169.00 Brick work using common burnt building bricks having

Cmt. crushing strngth not less than 35 Kg./cm2 in super

structure for Ground Floor in C.M. (1:6) (1 Cement, 6 fine

sand) racking out joints curring etc. complete directed by

Engineer-in-charge. 4295.99 Cmt.

13 9.00 Providing and laying and fixing 50 mm thick expansion joint

Smt. by hydro cell semi rigid UV resistance with high

performance laminated closed cell polythene foam joint

filler in sheet foam as directed, etc. complete. 1491.03 Smt.

14 1981.00 Providing 20 mm thick sand faced cement plaster on wall

Smt upto height 10 meters above ground level consisting of

12mm 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. 300.66 Smt.

15 1981.00 Finishing wall with water proof exterior emulsion apex

Smt paint of on wall surfaces (two coats) to give an approved

brand and manufacture and of required slope evan shade

after throughly brushing the surface to remove all dirt and

remains of loose powered materials. etc completed.

16 473.00 Providing and fixing galvanized steel barbed wire fencing

Rmt (Circuler) fixing with 40x40x6mm ( Height As Per

Drawing) m.s.angle and fixed at 0.11 mt. c/c with Two

horizontal lines and Circuler wire to fix on coping or

existing sub structure including painting with 2 coat oil

paint and other related civil work with including all labour

works and charge conveyance etc. charge completed as

directed on site.

SBD SECTION-7 BILL OF QUANTITIES-580

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- CONSTRUCTION & INSTALLATION OF VARIOUS COMPONENTS & MACHINERY AT

PROPOSED SOLID WASTE SITE ON BLOCK NUMBER 394, AT VALSAD.

3 - PROCCESSING, COLLECTING, SORTING & STORAGE & TIPPING SHED

Item Qty. Description Total Unit Amount

1 499.60 Excavation for foundation upto 1.5 m depth including sorting out

Cmt. and stacking of useful materials and disposing off the

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

2 281.88 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 432.11 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 768.30 Filling in Foundation & plinth with murrum of selected soil layers of

Cmt. 20 cm. thickness including watering, ramming, consolidating

dressing etc complete.

5 765.09 Providing and filling rubbles including hand packing and filling

Cmt. interstices with quarry spalls below Footing and between returns as

directed. 1064.80 Cmt.

6 386.72 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

Cmt. sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Plinth 3005.76 Cmt.

7 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

SBD SECTION-7 BILL OF QUANTITIES-581

a 104.93 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 21.14 -- do -- for R.C.C. Column 5916.58 Cmt.

c 99.25 -- do -- for Ground Beam 5831.74 Cmt.

d 350.27 Base Slab 4627.82 Cmt.

8 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 76.32 -- do -- for R.C.C. Column 6039.80 Cmt.

b 22.02 -- do -- for R.C.C.Chajjah/Lintel 7533.59 Cmt.

c 93.50 -- do -- for Beam, 5723.67 Cmt.

96370.75 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for R.C.C.work

Kgs. including bending, binding and placing in position complete upto

floor two level.(upto 10 ton)

10 521.46 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge. 4295.99 Cmt.

11 22.89 (i) Half brick masonry in common brunt clay building bricks having

Smt crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4

(1- Cement : 4 -coarse sand ) in foundation and plinth (B)

Conventional Extra for half brick masonry in superstructure above

plinth level upto floor two level. (B) Conventional

12 2315.36 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-

Smt. coarse sand : 4-graded stone aggregate 20mm nominal size) laid

in one layer and finished with a

floating coat of neat cement. (B) 50mm thick. 322.93 Smt.

SBD SECTION-7 BILL OF QUANTITIES-582

13 2774.43 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in. (II) cement mortar

1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for finishing with

a floating coat of neat cement slurry. (upto 10 ton)

14 469.35 Providing 10mm thick cement plaster in single coat on ceilings and

Smt. soffits of stairs for interior plastering and finished even and smooth

in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing with a

floating coat of neat cement slurry for all floors.

15 1517.88 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

16 3243.78 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth.

17 3243.78 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer coat

with alkali resistance primer of approved brand after throughly

brushing the surface to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

18 1517.88 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even shade

and of approved brand and manufacturer after throughly brushing

the surface to remove all dirts, and remians of loose powdered

materials etc. complete.

SBD SECTION-7 BILL OF QUANTITIES-583

19 2524.36 Providing and fixing of Self Supported Structure Less PROFLEX or

Smt. equivalent Roofing systems with proper overlapping and seaming

b/w different sheets without making holes or preventing the

overturning the roof by wind addition made up from superior

quality, structural grade steel. Base metal width 912 mm, Steel

Grade: Grade D and Thickness 1.20 mm BMT, 1.25 mm APT with

tolerance of +/- 0.04 mm, Regular Modified Polyester Imported

Galvalume Steel having Profiled width of 625 mm +/-40mm.Design,

supply, & fabrication of self-supported single span arch roof

fabricated from mechanically seamed manufactured by American

Hydraulic Machines to profiles of Imported Galvalume Cold Rolled

Structural Steel coils as per standard ASTM A792, Steel Sheet,

Aluminum-Zinc Alloy Coated by Hot-Dip Process. The work should

be carried out by specialize and nationally approved (clear Track

Record) Agency only. Providing and fixing of hangers/clamps as

per manufacturers specifications for laying of cables and hanging

of bulbs from Self Supported Proflex Systems

Roofing(2.5mx6.00m )grid The rate of item is including fitting as per

standard specification. Technical specifications for galvalume steel

sheets:• Steel grade: D• Standard: Colour coated

galvalume steel sheets complying to ASTM A792• Coil width:

912mm, tolerance ± 4.00 mm Profiled width : 625mm, tolerance ±

10.00mm• Base metal thickness (BMT): 0.80 mm,1.00

mm,1.20 mm (tolerance as ± 0.04mm) • Total coated thickness

(TCT): 0.85 mm,1.05 mm,1.25mm (tolerance as ±0.04mm)•

Alloy coating: AZ150 (150 gram/Sqm) minimum (Aluminium 55%,

Zinc 43.5%, Silicon 1.5%)• Yield strength: 350 MPa• Paint

coating: Regular modified polyester• Top coat of painting:

micron minimum (color 20 micron and primer 5 micron)• Bottom

coat of painting: 12 micron minimum (colour 7 micron and primer

20 196.80 Providing and fixing rolling shutters of approved make made of

Smt. mm wide M.S. laths inter-locked together through their entire length

and jointed together at the ends by end locks mounted on specially

designed pipe shaft with bracket plates, guide channels and

arragements for inside and outside locking with push-pull operation

including the cost of hood cover and spring etc. complete. (B)

Shutters having width 3.5 M. and above 4495.02 Smt.

21 57.60 Providing and fixing standared extruded of alluminium section of

Smt size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour

anodized alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

SBD SECTION-7 BILL OF QUANTITIES-584

22 25.92 Providing and fixing window having extruded aluminum Colour

Smt anodized 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. 1.06 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

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 1583.95 Smt

23 149.04 Providing and laying polished Granite tiles 18 mm thick in risers of

Smt steps, skirting Dedo and pillars laid on 10 mm thick cement mortar

1 : 3 (1 cement : 3 course sand) and jointed with gray cement

slurry mixed with pigment to match the shade of slab including

rubbing, polishing, Moulding etc. complete. For Flooring, Doors &

24 2796.80 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) plain grill

25 111.87 Painting two coats including priming coat and including preparing

Smt. the surface by throughtly cleaning, oil grease, dirt and scoured with

brushes fine steel wood, scrapers and sand papers with ready

mixed priming paint brushing red lead and Painting on new steel

surfaces with synthetic enamel paint brushing to give an even

shade including cleaning the surface of all dirt, dust and other

foreign matter.

26 18.90 Provoding and fixing flush door shutters, solid core construction

Smt. with frame of first class hardwood with cross board and face

veneer or plywood face panels, including anodised alluminium butt

hinges with necessary screws. (B) Non-decorative type and block

board core anodised alluminium butt hinges in flush door shutters

(2) 35 mm thick. Extra for using bright finished M.S. piano hinges

of (A) Nickel plated piano hinges

SBD SECTION-7 BILL OF QUANTITIES-585

27 7.88 Providing and fixing FRP frame size 125x65 mm and 35mm thick

Smt. FRP shutter with wood grain raised panneled design finish shutter

having extra reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to be filed up with injected

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 weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be inclusive of S.S

hinges with fastener sleeve & alluminium fixtures & fastenings.

28 24.00 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on

new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for antiskit

29 139.00 Providing and laying coloured glazed tiles of the size 300 mm x

Smt 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.

30 2.00 (ii) Providing and fixing glazed louvered glass windows and

Smt ventilators with teak wood frame 10cm. x 7cm. Size including

coats of oil painting to wood work etc.complete. with wooden

louvers plank 12mm thick

PLUMBING AND SANITARY

31 3.00 Providing and fixing wash down water closet (European type W.C.

Nos. Pan) with internal P or S trap including jointing the trap with soil

pipe in cement mortar 1:1 ( 1 cement : 1 fine sand). Rates including

providing and fixing plastic seat cover with C.P. brass hinges and

rubber buffers, Jet spray heavy duty with S.S. braided hose 60 cm

long and chromium plates brass half turn flush cock of approved

quality etc. complete as directed.

SBD SECTION-7 BILL OF QUANTITIES-586

32 2.00 Providing and fixing wash down water closet (Indian Type W.C.

Nos. Pan) size 580mm with Viterous China 100mm size integral P or S

trap including jointing the trap with soil pipe in cement mortar 1:1 (

1 cement : 1 fine sand). Rates including Providing and fixing in

cement mortar 1:3 (1 cement : 3 fine sand) a pair of white viterous

china 250mm x 130mm x 30mm footrest to long pattern squatting

pan water closet and 25mm dia chromium plates brass half turn

flush cock of approved quality etc. complete as directed.

33 10.00 Providing and fixing 15mm. Dia Chromium Plated Brass screw

Nos. down bib tap of approved quality in pipeline and testing etc.

complete as directed by Engineer-in-charge.

34 3.00 Providing and fixing gun metal check or non return fullway wheel

Nos. valve of 25 mm Dia. 420.63 No.

35 3.00 Providing and fixing gun metal check or non return fullway wheel

Nos. valve of 40 mm Dia. 663.43 No.

36 7.00 Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

Nos. mm diameter with jali of the following nominal diameter of self

cleansing design with C.I scread down or hinged grating including

the cost of cutting and making good the walls.

37 5.00 Providing and fixing S.W. gully trap with C.I. grating brick masonry

Nos. chamber and water tight C.I. cover with frame of 300mm x 300mm

size (inside) with standard weight.(i) Square mouth traps. (A)

100mm x 100mm size P type.

38 2.00 Constructing brick masonry chamber for underground C.I.

Nos. Inspection chamber and bends with bricks having crushing 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 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement :2-

coarse sand :4-graded stone 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.(ii) Inside dimensions 500mm x

mm and 450mm deep for pipe line with one or two inlets.

SBD SECTION-7 BILL OF QUANTITIES-587

39 2500.00 Providing erecting and fixing double coated ISI mark water tank of

Lits. required capacity with all necessary fittings & connection etc.

complete on terrace

40 3.00 Providing and fixing white viterous china flat back wash basin of

Nos. 550mm x 400mm size with single hole for pillar tape with C.I. or

M.S. brackets painted white including cutting holes and making

good the same. Rates including providing and fixing 32mm dia C.P.

Brass waste couplin, 32mm dia M.I. Fisher unit, Brass screw down

stop tap of 15mm dia pillar tap capstan head, screw down high

pressure with screws, shanks, back nuts, PVC pipe & 32mm dia

flexible waste pipe up to Nani Trap etc. complete as directed by

engineer in charge.

41 100.00 Providing and laying (To level or slopes) and jointing with stiff

Rmt. mixture of cement mortar in proportion 1:1 salt glazed stone ware

pipes including testing of pipes and joint complete. (B) 150 mm Dia

42 2.00 Providing and fixing 600 mm x 450 mm bevelled edge mirror of

Nos. superior glass mounted on 6 mm thick A.C Sheets or plywood

sheet and fixing to wooden pluge with C.P. brass screws and

43 40.00 Providing and fixing concealed center point to wall ceiling & floor

Rmt. CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for portable water of following dia. Nominal bore tube

fitting and clamps including making good the wall, ceiling and floor

etc. complete. For 40mm Dia.

44 40.00 Providing and fixing concealed center point to wall ceiling & floor

Rmt. CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for portable water of following dia. Nominal bore tube

fitting and clamps including making good the wall, ceiling and floor

etc. complete for 25mm.

45 20.00 Providing and fixing concealed center point to wall ceiling & floor

Rmt. CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for portable water of following dia. Nominal bore tube

fitting and clamps including making good the wall, ceiling and floor

etc. complete for 15mm dia

SBD SECTION-7 BILL OF QUANTITIES-588

46 12.00 Providing and Fixing to wall ceiling and floor 110 mm Dia 6.kg.

Rmt. F/Cm2 working Pressure polythene pipes of the following outside

Dia. Low density, complete with special flange compression type

fitting, wall clips etc. including making good the wall ceiling and

47 70.00 Providing, laying and jointing in true line and level 110 diameter

Rmt. 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 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. 836.73 Rmt.

48 3.00 Providing and fixing Urinal of approved quality including connection

Each with trap and with integral longitudinal flush pipe.(A) Squating plate

pattern white earthenware 550mm x 300mm.

49 1.00 Providing and constructing SOAK WELL of 2.50m internal dia and

Nos. 6.00 depth depth internal clear dimention including the cost of

execavation, PCC 1:4:8 foundation for honey combed masonary in

C.M. 1:4 (1cement : 4 sand), casting R.C.C. 1:2:4 (1cement:

sand: 4 graded stone aggregate 20mm nominal size) top slab

thick with C.I. manhole cover 600mm x 450mm size of 35 kg.

weight and75mm dia C.I. pipe 1800mm long with 75mm dia cowel

vent and filling the wall 1000mm in depth with dry brick bats

including providing vata in C.M. 1:3 (1cement: 3 sand), curing

including cost of reinforcement etc. complete as per detailed

drawing and directed by E.I.C 41988.03 Nos.

SBD SECTION-7 BILL OF QUANTITIES-589

50 1.00 Construction Septic tank Inside dimention of 4.00 m in length &

Nos. 2.50 m In width & 2.00 m depth Including excavating any type of

soil as shown and mentioned in the drawing,providing and laying

0.10 m thick plain cement concrete 1:3:6 (1 cement: 3 coarse

sand: 6 graded stone agg.) 40 mm thick IPS flooring at bottom with

brick masonary 0.23 m thick walls CM 1:5 (1 cement: 5 coarse

sand) and intermediate partition CM 1:4 & RCC Top slabs12 cms

thick in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg)

including reinforcement as per design and 15 mm thick cement

plaster in CM 1:4 with floating coat of neat cement slurry Inside, top

and around tank below 15 cm on ground level, Also provide Two

nos CI Manhole frame and cover of size 60 cm x 45 cm & 75 mm

dia. PVC 10 kgf/Sq cm pressure air vent pipe in 3.00 length with

cowl etc complete as per direction of Engineer in charge.

51 40.00 Providing and fixing wind-driven Turbo Ventilator (spherical vane

Nos. type) of 600 mm diameter throat / 24-inch size with overall height

approx. 650–700 mm and base plate suitable for mounting on roof

sheet/curb opening of about 550–600 mm. Ventilator made of

GI/Aluminium/SS sheet with MS/GI base frame, high-carbon steel

shaft and sealed ball bearings, operating on natural wind and stack

effect to exhaust hot air, fumes and humidity without electricity,

having air extraction capacity about 1500–2500 CMH.Including roof

flashing, fasteners, waterproof sealing, all materials, labour,

transport and accessories complete as directed by Engineer-in-

Add : 1.50% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-590

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTUCTION WORK OF CONSTRUCTION AND INSTALLATION OF

VARIOUS COMPONENTS AND MACHINERIES AT PROPOSED SOLID WASTE MANAGEMENT SITE ON BLOCK

NO-394 AT VALSAD

004 - SECURITY CABIN

Item Qty. Description Total Unit Amount

1 20.19 Excavation for foundation upto 1.5 m depth including sorting

Cmt. out and stacking of useful materials and disposing off the

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

2 3.56 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 13.95 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 8.10 Filling in foundation and plinth with murrum or selected soil in

Cmt layers of 20cm. thickness including watering, ramming and

consolidating etc. complete

5 3.56 Poroviding and laying rubble for appron (each stone weighting

Cmt. not less than 40Kg.) including and packing and filing below the

6 4.65 Providing and laying cement concrete 1:3:6 (1-Cement : 3-

Cmt. coarse sand : 6- hand broken stone aggregates 40 mmnominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

SBD SECTION-7 BILL OF QUANTITIES-591

7 13.50 Carring out plinth treatment to post construction / existing

Smt. structure by spraying chemical solution for termite control

treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As Per

6131_paret-II Consentration Weight one percent is

recommended i.e one litre 20 EC chemical emulsion with 19 liter

give 1 % concrentration inclusive of one litre chemical emulsion

appication at the rate of 5 Litre chemical / Sqm of surface is

recommended as per I.S

8 Providing and laying controlled cement concrete M-250 and

curing complete including the cost of formwork and excluding the

cost of reinforcement of reinforced concrete work in

a 3.45 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 0.53 -- do -- for R.C.C. Column 5916.58 Cmt.

c 1.17 -- do -- for Ground Beam 5831.74 Cmt.

d 1.51 -- do -- for R.C.C. Column 6039.80 Cmt.

e 0.55 -- do -- for R.C.C.Lintel 7533.59 Cmt.

f 0.34 -- do -- for R.C.C.Chajjah 7533.59 Cmt.

g 1.28 -- do -- for Beam 5723.67 Cmt.

h 2.57 -- do -- for Base Slab 4627.82 Cmt.

i 2.57 -- do -- for Slab 6257.96 Cmt.

1610.00 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for

Kgs. R.C.C.work including bending, binding and placing in position

complete upto floor two level.(upto 10 ton)

SBD SECTION-7 BILL OF QUANTITIES-592

10 3.64 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge. 4021.02 Cmt.

11 10.79 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

12 1.24 (i) Half brick masonry in common brunt clay building bricks

Smt having crushing strength not less than 35 Kg/Sq.Cm. in Cement

mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth

(B) Conventional Extra for half brick masonry in superstructure

above plinth level upto floor two level. (B) Conventional

13 17.15 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade

14 56.80 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering

upto floor two level and finished even and smooth in. (II) cement

mortar 1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for

finishing with a floating coat of neat cement slurry. (upto 10 ton)

15 20.04 Providing 10mm thick cement plaster in single coat on ceilings

Smt. and soffits of stairs for interior plastering and finished even and

smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing

with a floating coat of neat cement slurry for all floors.

16 64.35 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

SBD SECTION-7 BILL OF QUANTITIES-593

17 76.84 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth.

18 76.84 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer

coat with alkali resistance primer of approved brand after

throughly brushing the surface to give and even shade free from

foreign matter and also including preparing the surface even and

19 64.35 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even

shade and of approved brand and manufacturer after throughly

brushing the surface to remove all dirts, and remians of loose

powdered materials etc. complete.

20 2.10 Provoding and fixing flush door shutters, solid core construction

Smt. with frame of first class hardwood with cross board and face

veneer or plywood face panels, including anodised alluminium

butt hinges with necessary screws. (B) Non-decorative type and

block board core anodised alluminium butt hinges in flush door

shutters (2) 35 mm thick.

21 4.05 Providing and fixing window having extruded aluminum Colour

Smt. anodized 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. 1.06 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

22 153.80 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) plain grill

SBD SECTION-7 BILL OF QUANTITIES-594

23 6.15 Painting two coats including priming coat and including preparing

Smt. the surface by throughtly cleaning, oil grease, dirt and scoured

with brushes fine steel wood, scrapers and sand papers with

ready mixed priming paint brushing red lead and Painting on new

steel surfaces with synthetic enamel paint brushing to give an

even shade including cleaning the surface of all dirt, dust and

other foreign matter.

24 17.16 Providing and laying broken chine mosaic flooring for terrace

Smt using 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 etc. as directed

25 10.00 Providing and supplying in standard length ISI mark rigid

Rmt unplasticised PVC pipes suitable for potable water with ring fit

joint including cost of rings, as per IS Specification no.

4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost of

jointing material etc. complete.

26 7.74 Providing and laying polished Granite tiles 18 mm thick in risers

Smt. of steps, skirting Dedo and pillars laid on 10 mm thick cement

mortar 1 : 3 (1 cement : 3 course sand) and jointed with gray

cement slurry mixed with pigment to match the shade of slab

including rubbing, polishing, Moulding etc. complete. For

Flooring, Doors & Windows Edges. 1623.07 Smt.

Add : 5.00% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-595

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- CONSTRUCTION & INSTALLATION OF VARIOUS COMPONENTS & MACHINERY AT

PROPOSED SOLID WASTE SITE ON BLOCK NUMBER 394, AT VALSAD.

5 - WINDROW COMPOST PLATFORM

Item Qty. Description Total Unit Amount

1 506.19 Excavation for foundation upto 1.5 m depth including sorting out

Cmt. and stacking of useful materials and disposing off the

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

2 252.72 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 423.86 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 787.50 Filling in Foundation & plinth with murrum of selected soil layers of

Cmt. 20 cm. thickness including watering, ramming, consolidating

dressing etc complete.

5 772.31 Providing and filling rubbles including hand packing and filling

Cmt. interstices with quarry spalls below Footing and between returns as

directed. 1064.80 Cmt.

6 417.49 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

Cmt. sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

7 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 94.06 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 18.95 -- do -- for R.C.C. Column 5916.58 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-596

c 80.62 -- do -- for Ground Beam 5831.74 Cmt.

c 386.67 Base Slab 4627.82 Cmt.

8 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 65.07 -- do -- for R.C.C. Column 6039.80 Cmt.

b 18.75 -- do -- for R.C.C.Chajjah/Lintel 7533.59 Cmt.

c 47.46 -- do -- for Beam, 5723.67 Cmt.

78292.50 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for R.C.C.work

Kgs. including bending, binding and placing in position complete upto

floor two level.(upto 10 ton) 76.21 Kg.

10 48.84 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground Floor

in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints curring etc.

complete directed by Engineer-in-charge. 4295.99 Cmt.

11 2354.52 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-

Smt. coarse sand : 4-graded stone aggregate 20mm nominal size) laid in

one layer and finished with a

floating coat of neat cement. (B) 50mm thick. 322.93 Smt.

12 903.71 Providing 10mm thick cement plaster in single coat on ceilings and

Smt. soffits of stairs for interior plastering and finished even and smooth

in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing with a

floating coat of neat cement slurry for all floors.

13 288.60 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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. 300.65 Smt.

14 903.71 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer coat

with alkali resistance primer of approved brand after throughly

brushing the surface to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

SBD SECTION-7 BILL OF QUANTITIES-597

15 288.60 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint on

Smt. wall surface (two coats) to give and required shape even shade and

of approved brand and manufacturer after throughly brushing the

surface to remove all dirts, and remians of loose powdered materials

16 2475.00 Providing and fixing of Self Supported Structure Less PROFLEX or

Smt. equivalent Roofing systems with proper overlapping and seaming

b/w different sheets without making holes or preventing the

overturning the roof by wind addition made up from superior quality,

structural grade steel. Base metal width 912 mm, Steel Grade:

Grade D and Thickness 1.20 mm BMT, 1.25 mm APT with tolerance

of +/- 0.04 mm, Regular Modified Polyester Imported Galvalume

Steel having Profiled width of 625 mm +/-40mm.Design, supply, &

fabrication of self-supported single span arch roof fabricated from

mechanically seamed manufactured by American Hydraulic

Machines to profiles of Imported Galvalume Cold Rolled Structural

Steel coils as per standard ASTM A792, Steel Sheet, Aluminum-Zinc

Alloy Coated by Hot-Dip Process. The work should be carried out by

specialize and nationally approved (clear Track Record) Agency

only. Providing and fixing of hangers/clamps as per manufacturers

specifications for laying of cables and hanging of bulbs from Self

Supported Proflex Systems Roofing(2.5mx6.00m )grid The rate of

item is including fitting as per standard specification. Technical

specifications for galvalume steel sheets:• Steel grade: D•

Standard: Colour coated galvalume steel sheets complying to ASTM

A792• Coil width: 912mm, tolerance ± 4.00 mm Profiled width :

625mm, tolerance ± 10.00mm• Base metal thickness (BMT):

0.80 mm,1.00 mm,1.20 mm (tolerance as ± 0.04mm) • Total

coated thickness (TCT): 0.85 mm,1.05 mm,1.25mm (tolerance as

±0.04mm)• Alloy coating: AZ150 (150 gram/Sqm) minimum

(Aluminium 55%, Zinc 43.5%, Silicon 1.5%)• Yield strength:

MPa• Paint coating: Regular modified polyester• Top coat

of painting: 25 micron minimum (color 20 micron and primer

micron)• Bottom coat of painting: 12 micron minimum (colour

micron and primer 5 micron).

As Per Market Rate

17 21.60 Providing and fixing M. S. grills of requried pattern to wooden frames

Kgs. of window etc. with M. S. flats at requried spacings and frame

alround square or round bars with round headed bolts and nuts or by

screws. (A) plain grill

18 180.00 Painting two coats including priming coat and including preparing the

Smt. surface by throughtly cleaning, oil grease, dirt and scoured with

brushes fine steel wood, scrapers and sand papers with ready mixed

priming paint brushing red lead and Painting on new steel surfaces

with synthetic enamel paint brushing to give an even shade

including cleaning the surface of all dirt, dust and other foreign

SBD SECTION-7 BILL OF QUANTITIES-598

WINDROW COMPOST ( AERATED WINDROW COMPOSTING)

19 40.00 Providing, laying and jointing in true line and level 110 diametre

Rmt 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 110 mm diametre x

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.

20 24.00 Providing laying and jointing in true line and level 50mm dia.

Rmt 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 as

directed including necessary fittings etc. including testing of pipe and

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

21 1264.00 Providing laying and jointing in true line and level 32mm dia.

Rmt 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 as

directed including necessary fittings etc. including testing of pipe and

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

22 Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning

the site etc. complete for all lifts and strata as specified.

375.00 In all sorts of soil and soft Murrum. Up to 1.50 Mtr. 102.35 Cu.m

23 370.00 Refilling the pipeline trenches incl. ramming, watering, consolidating

Cmt. desposal of surplus stuff as directed within a radius of 3 km.

Refelling as directed.

SBD SECTION-7 BILL OF QUANTITIES-599

24 RCC GSR ( description of item for turnkey tender)

Preparing structural design of RCC Under Ground / Partially under ground / above high ground

level Reservoir of required capacity as per relevant I.S. standards and constructing the same,

including excavation in all types of soil strata (including rock) including shoring strutting if

required, for loose soil / to protect from collapse, casting 100 mm thick P.C.C. levelling course in

M-15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including

cement plaster in CM 1:2 with approved water proofing compound to all over inside container

(i.e. walls, base, top slab/dome bottom etc. all). Including all types of labour and material charges

of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow,

washout and bye pass arrangement as per hydraulic design.

Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate

cowl type ventilators or lantern type ventilator with stainless steel jail. RCC chambers for valves.

Providing and applying three coats of cement paint / snowcem to the out side face of structure. It

also includes satisfactory water tightness test as per relevant I.S. code and painting name of

scheme and capacity on the tank as per direction of engineer in charge.

B.B. Masonry Chambers for Valves. Providing and applying three coats of cement paint /

snowcem to the out side face of structure. It also includes satisfactory water tightness test as per

relevant I.S. code and painting name of scheme and capacity on the tank as per direction of

engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with provisions relevant I.S standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 1987 or Its latest revision.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated

excluding free board of the reservoir. If water depth is not specified, the suitable water depth /

acceptable to field engineer in accordance with hydraulic requirement (2) Shape of schoanltl

abine eard (oinp tpeladn f)o rs pceacpiaficeidty .by in data shall be adopted in absence circular

shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in

(4) Effect of overlapping of pressure bulbs on soil due near by structure and proposed sump

should be considered.

(5) Care shall be taken that no damage should occur to nearby existing structure. Compensation

shall be paid for the same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered

in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance

stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./

in situation of non availability in market without extra cost.

(8) Minimum size (or thickness) of various components shall be provided as per tender criteria /

specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified

for various components in tender data / specifications shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred from SBC test report. In absence of report

it shall be referred from data sheet. If poor soil is found / water table is met with during

excavation SBC shall be scientifically ascertained and design shall be revise. No extra shall be

paid for increase in quantity.

SBD SECTION-7 BILL OF QUANTITIES-600

(10) DI pipes and special shall only be used if type is not specified in tender.

(11) The rate shall include cost of dewatering during excavation making all arrangement when

water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to ground water table specified

in data or actual ground water table meets with during excavation. If GWT / Uplift is mentioned in

tender and during excavation it dose not meet 7.5% rate shall be reduced.

(13) SS pipes railing shall be provided over sump perifery when sump height is ≥ 1.5 meter

above ground level.

(14.a) RCC staircase/RCC Steps should be provided from GL to sump top slab based on the

height of the GSR above/below the ground.

(14.b) RCC Staircase with SS railing to be provided inside reservoir container. BB Masonry

staircabin with MS Safetly door having locking arrangement to be provided for GSR, Sump and

HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is constructed as top slab then

provide minimum opening of 900 x 2000mm with curbing abd SS railing around.

(15) Appearance of structure should be aesthetically good looking acceptable to authority.

(16) Any change in size, shape, depth below GL, height above GL, water depth, F.B., size of

member etc can be permitted in exceptional case due to site condition or hydraulic design

requirement by C.E. No extra shall be paid for change.

(17) Any change in data, dimensions, shape, water depth, reduction in size if permitted by

competent authority and if it reduces quantity then payment shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh litres two or suitable compartments acceptable

to executive engineer shall be designed and provided.

(19) Agency shall engage qualified (at least graduate) consulting engineer for designing the

structure and he / she shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete, reinforcement and plastering items of container

until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till

the work shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of tender (contact)

and prevail over other provisions in tender.

As above Rectangular Sump with water table (Sub soil

water level below foundation).

1.00 Do With Water Table

No. Cost of 1.00 Lac.Liter Capaity. 562188.18 No

1.00 Do With Water Table

No. Cost of 0.50 Lac.Liter Capaity. 343620.92 No

SBD SECTION-7 BILL OF QUANTITIES-601

25 340.00 Providing, laying and jointing in true line and level 160 diametre

Rmt 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

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.

26 3.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-

Ea coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm

diameter sewer.

Add : 1.50% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-602

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- CONSTRUCTION & INSTALLATION OF VARIOUS COMPONENTS & MACHINERY AT PROPOSED

SOLID WASTE SITE ON BLOCK NUMBER 394, AT VALSAD.

6 -COMPOST PROCESSING & STORAGE SHED

Item Qty. Description Total Unit Amount

1 415.15 Excavation for foundation upto 1.5 m depth including sorting out

Cmt. and stacking of useful materials and disposing off the

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

2 186.62 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 302.35 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 457.24 Filling in Foundation & plinth with murrum of selected soil layers of

Cmt. 20 cm. thickness including watering, ramming, consolidating

dressing etc complete.

5 477.62 Providing and filling rubbles including hand packing and filling

Cmt. interstices with quarry spalls below Footing and between returns

6 289.74 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

Cmt. sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

7 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 68.34 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-603

b 12.21 -- do -- for R.C.C. Column 5916.58 Cmt.

c 89.18 -- do -- for Ground Beam 5831.74 Cmt.

d 225.77 Base Slab 4627.82 Cmt.

8 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 42.33 -- do -- for R.C.C. Column 6039.80 Cmt.

b 19.18 -- do -- for R.C.C.Chajjah/Lintel 7533.59 Cmt.

c 41.30 -- do -- for Beam, 5723.67 Cmt.

d 32.29 -- do -- for Slab 6257.96 Cmt.

61529.70 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for R.C.C.work

Kgs. including bending, binding and placing in position complete upto

floor two level.(upto 10 ton)

10 82.95 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

11 1505.16 Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-

Smt. coarse sand : 4-graded stone aggregate 20mm nominal size) laid

in one layer and finished with a floating coat of neat cement. (B)

50mm thick. 322.93 Smt.

12 904.12 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in. (II) cement mortar

1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for finishing with

a floating coat of neat cement slurry. (upto 10 ton)

SBD SECTION-7 BILL OF QUANTITIES-604

13 532.34 Providing 10mm thick cement plaster in single coat on ceilings and

Smt. soffits of stairs for interior plastering and finished even and smooth

in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing with a

floating coat of neat cement slurry for all floors.

14 367.94 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

15 1436.46 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth.

16 1436.46 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer coat

with alkali resistance primer of approved brand after throughly

brushing the surface to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

17 367.94 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even shade

and of approved brand and manufacturer after throughly brushing

the surface to remove all dirts, and remians of loose powdered

materials etc. complete. 114.53 Smt.

SBD SECTION-7 BILL OF QUANTITIES-605

18 1269.83 Providing and fixing of Self Supported Structure Less PROFLEX or

Smt. equivalent Roofing systems with proper overlapping and seaming

b/w different sheets without making holes or preventing the

overturning the roof by wind addition made up from superior

quality, structural grade steel. Base metal width 912 mm, Steel

Grade: Grade D and Thickness 1.20 mm BMT, 1.25 mm APT with

tolerance of +/- 0.04 mm, Regular Modified Polyester Imported

Galvalume Steel having Profiled width of 625 mm +/-

40mm.Design, supply, & fabrication of self-supported single span

arch roof fabricated from mechanically seamed manufactured by

American Hydraulic Machines to profiles of Imported Galvalume

Cold Rolled Structural Steel coils as per standard ASTM A792,

Steel Sheet, Aluminum-Zinc Alloy Coated by Hot-Dip Process. The

work should be carried out by specialize and nationally approved

(clear Track Record) Agency only. Providing and fixing of

hangers/clamps as per manufacturers specifications for laying of

cables and hanging of bulbs from Self Supported Proflex Systems

Roofing(2.5mx6.00m )grid The rate of item is including fitting as

per standard specification. Technical specifications for galvalume

steel sheets:• Steel grade: D• Standard: Colour coated

galvalume steel sheets complying to ASTM A792• Coil width:

912mm, tolerance ± 4.00 mm Profiled width : 625mm, tolerance ±

10.00mm• Base metal thickness (BMT): 0.80 mm,1.00

mm,1.20 mm (tolerance as ± 0.04mm) • Total coated

thickness (TCT): 0.85 mm,1.05 mm,1.25mm (tolerance as

±0.04mm)• Alloy coating: AZ150 (150 gram/Sqm) minimum

(Aluminium 55%, Zinc 43.5%, Silicon 1.5%)• Yield strength:

350 MPa• Paint coating: Regular modified polyester• Top

coat of painting: 25 micron minimum (color 20 micron and primer

micron)• Bottom coat of painting: 12 micron minimum (colour

micron and primer 5 micron).

As Per Market Rate

19 81.00 Providing and fixing rolling shutters of approved make made of

Smt. mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on

specially designed pipe shaft with bracket plates, guide channels

and arragements for inside and outside locking with push-pull

operation including the cost of hood cover and spring etc.

complete. (B) Shutters having width 3.5 M. and above

20 14.40 Providing and fixing standared extruded of alluminium section of

Smt size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour

anodized alluminium frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

SBD SECTION-7 BILL OF QUANTITIES-606

21 37.80 Providing and laying polished Granite tiles 18 mm thick in risers of

Smt steps, skirting Dedo and pillars laid on 10 mm thick cement mortar

1 : 3 (1 cement : 3 course sand) and jointed with gray cement

slurry mixed with pigment to match the shade of slab including

rubbing, polishing, Moulding etc. complete. For Flooring, Doors &

Windows Edges. 1623.07 Smt

22 486.00 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) plain grill

23 19.44 Painting two coats including priming coat and including preparing

Smt. the surface by throughtly cleaning, oil grease, dirt and scoured with

brushes fine steel wood, scrapers and sand papers with ready

mixed priming paint brushing red lead and Painting on new steel

surfaces with synthetic enamel paint brushing to give an even

shade including cleaning the surface of all dirt, dust and other

foreign matter. 122.49 Smt.

24 213.00 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 laid over and jointed with grey cement slurry

including rubbing and polishing etc. complete. (B) 30 mm thick

Add : 1.5% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-607

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTUCTION WORK OF CONSTRUCTION AND INSTALLATION OF

VARIOUS COMPONENTS AND MACHINERIES AT PROPOSED SOLID WASTE MANAGEMENT SITE ON BLOCK

NO-394 AT VALSAD

007 - WEIGHBRIDGE CABIN & WEIGHBRIDGE

Item Qty. Description Total Unit Amount

1 205.59 Excavation for foundation upto 1.5 m depth including sorting out

Cmt. and stacking of useful materials and disposing off the

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

2 127.16 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 192.50 Filling available excavated earth (excluding Rock) in trenches.

Cmt. Plinth, sides of foundations etc. in layers not exceeding 20cm. In

depth consolidating each disposited layer by ramming and

watering. 130.39 Cmt.

4 10.13 Filling in foundation and plinth with murrum or selected soil in

Cmt layers of 20cm. thickness including watering, ramming and

consolidating etc. complete

5 77.72 Poroviding and laying rubble for appron (each stone weighting not

Cmt. less than 40Kg.) including and packing and filing below the

6 23.38 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

Cmt. sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

SBD SECTION-7 BILL OF QUANTITIES-608

7 13.50 Carring out plinth treatment to post construction / existing structure

Smt. by spraying chemical solution for termite control treatment

including labour and material consistment with I.S.I specification.

Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is recommended i.e one litre

EC chemical emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication at the rate of

Litre chemical / Sqm of surface is recommended as per I.S

8 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 3.45 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 14.64 -- do -- for R.C.C. Column 5916.58 Cmt.

c 1.17 -- do -- for Ground Beam 5831.74 Cmt.

d 1.51 -- do -- for R.C.C. Column 6039.80 Cmt.

e 0.55 -- do -- for R.C.C.Lintel 7533.59 Cmt.

f 0.34 -- do -- for R.C.C.Chajjah 7533.59 Cmt.

g 1.28 -- do -- for Beam 5723.67 Cmt.

h 2.57 -- do -- for Slab 6257.96 Cmt.

i 66.83 -- do -- for Base Slab 4627.82 Cmt.

j 31.04 -- do -- for RCC Wall 7915.37 Cmt.

18560.00 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for R.C.C.work

Kgs. including bending, binding and placing in position complete upto

floor two level.(upto 10 ton)

SBD SECTION-7 BILL OF QUANTITIES-609

10 3.64 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

11 10.79 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

12 1.24 (i) Half brick masonry in common brunt clay building bricks having

Smt crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B)

Conventional Extra for half brick masonry in superstructure above

plinth level upto floor two level. (B) Conventional

13 17.15 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade

14 102.77 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in. (II) cement mortar

1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for finishing with

a floating coat of neat cement slurry. (upto 10 ton)

15 20.04 Providing 10mm thick cement plaster in single coat on ceilings and

Smt. soffits of stairs for interior plastering and finished even and smooth

in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing with a

floating coat of neat cement slurry for all floors. 189.15 Smt.

16 72.99 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

SBD SECTION-7 BILL OF QUANTITIES-610

17 122.81 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth.

18 122.81 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer coat

with alkali resistance primer of approved brand after throughly

brushing the surface to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

19 72.99 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even shade

and of approved brand and manufacturer after throughly brushing

the surface to remove all dirts, and remians of loose powdered

materials etc. complete.

20 2.10 Provoding and fixing flush door shutters, solid core construction

Smt. with frame of first class hardwood with cross board and face

veneer or plywood face panels, including anodised alluminium butt

hinges with necessary screws. (B) Non-decorative type and block

board core anodised alluminium butt hinges in flush door shutters

(2) 35 mm thick.

21 4.05 Providing and fixing window having extruded aluminum Colour

Smt. anodized 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. 1.06 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

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

22 153.80 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) plain grill 104.04 Kgs.

SBD SECTION-7 BILL OF QUANTITIES-611

23 6.15 Painting two coats including priming coat and including preparing

Smt. the surface by throughtly cleaning, oil grease, dirt and scoured with

brushes fine steel wood, scrapers and sand papers with ready

mixed priming paint brushing red lead and Painting on new steel

surfaces with synthetic enamel paint brushing to give an even

shade including cleaning the surface of all dirt, dust and other

foreign matter. 99.99 Smt.

24 17.16 Providing and laying broken chine mosaic flooring for terrace using

Smt 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 etc. as directed

25 10.00 Providing and supplying in standard length ISI mark rigid

Rmt unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS Specification no. 4985/1988

including all local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing material etc.

complete. 110.41 Rmt.

26 7.20 Providing and laying polished Granite tiles 18 mm thick in risers of

Smt. steps, skirting Dedo and pillars laid on 10 mm thick cement mortar

1 : 3 (1 cement : 3 course sand) and jointed with gray cement

slurry mixed with pigment to match the shade of slab including

rubbing, polishing, Moulding etc. complete. For Flooring, Doors &

Windows Edges. 1623.07 Smt.

27 2.00 Supply, installation, testing and commissioning of Electronic

Each Weighbridge of size 7.50 m × 3.00 m and maximum capacity

MT, pit/pitless type fabricated steel platform with anti-skid

chequered top plate, high accuracy compression type load cells

(IP68/IP69K), digital weight indicator with display, junction box,

interconnecting armoured cables and earthing system, including

installation, calibration, statutory stamping and complete

commissioning excluding all civil works/foundation, as per

manufacturer specifications and direction of Engineer-in-Charge.

Warranty: Minimum 1 year warranty for complete weighbridge

system including load cells, indicator and accessories. 683881.30 Each

Add : 2.00% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-612

VALSAD MUNICIPALITY, VALSAD

PROPOSED CONSTRUCTION WORK OF R.C.C. TRIMIX ROAD FROM MAIN GATE TO INSIDE OVADA SBM

SITE ON BLOCK NO-394 AT VALSAD DIST.

8 - RCC TRIMIX ROAD, PIPE DRAIN & HIGH MAST POLE

Qty. Description Unit Amount

1 1653.00 Box Cutting the Road Surface to proper slope and camber for

Cmt. making a base for road work including removing the excavated stuff

and dipositing to road slope as directed all lead and lift etc. complete

upto all Lead and Lift 104.04 Cmt.

2 543.50 Providing and filling rubbles including hand packing and filling

Cmt. interstices with quarry spalls behind abutments and between returns

3 709.00 Construction of granular sub-base by providing coarse graded

Cmt machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to

4.75 mm - 45 % and 2.36 mm below - 20 % )including spreading in

uniform in two layer with motor grader on prepared surface, mixing

by mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

4 237.00 Providing and laying cement concrete 1:4:8 (1 Cement : 4 coarse

Cmt sand : 8 Hand brocken stone aggregates 40 mm nomial size) and

curing complete excluding cost of form work in (A) Foundation and

SBD SECTION-7 BILL OF QUANTITIES-613

5 473.00 Cement Concrete Pavement (Construction of un-reinforced, dowel

Cmt. jointed, plain cement concrete pavement over a prepared sub base

with 43 grade cement @ 400 kg per cum, coarse and fine aggregate

conforming to IS 383, maximum size of coarse aggregate not

exceeding 25 mm, mixed in a batching and mixing plant as per

approved mix design, transported to site, laid with a fixed form or

slip form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion, construction

and longitudinal joints, joint filler, separation membrane, sealant

primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures

as approved, curing compound, finishing to lines and grades as per

drawing ) 6562.78 Cmt.

6 108.00 Providing formwork of ordinary timber planking so as give a rough

Smt. 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. Foundation footing bases of

columns etc. and mass concrete.

7 2361.00 Providing Trimix Machine for levelling smooth finishing incl. channel

Smt. fixing electric supply etc & dewatering of excess water through

vaccume pump incl. transporting for machine and labour charges

etc. comp. as directed.

8 789.00 Suppying and laying of Promoulded bitumenus Joint Filler 10mm

Rmt Thcik & 30mm Deep with Grroving etc compete in all respect with all

kinds of material and labour charges.

9 16555.00 Providing T.M.T. Bar Fe 500 / 500-D. reinforcement for

Kgs. R.C.C.work including bending, Binding and placing in position

complete upto floor two level.(upto 10 ton)

10 520.00 Excavation for foundation up to 1.5 M Depth including sorting out

Cmt and stacking of useful materials and disposing off the excavated

stuff up to 50 meter lead (A) Loose or soft soil

11 360.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt pipes with collars for culverts carrying heavy traffic as perIS 458-

1991 Specifications including setting the pipes in C. M. 1:2 watering

and laying (to level or slopes) of class NP 3 of following internal

diameters. (iii) 600mm dia.

SBD SECTION-7 BILL OF QUANTITIES-614

12 419.00 Filling available excavated earth (excluding rock) in trenches plinth,

Cmt sides of foundations etc. in layers not exceeding 20 cm in depth

consolidating each disposited layer by ramming and watering.

13 41.00 Filling in plinth with sand under floors including watering ramming,

Cmt consolidating and dressing etc. complete - sand bedding below

pipes 460.19 Cmt

14 28.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-

Nos coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 600mm

15 301.15 Road marking with hot applied thermoplastic paints with

Smt reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area, thickness of

2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface to be level, uniform and free from streaks

and holes. zebra patta /bump patta lane/center line/ edge line/cut

patta. The white color marking should provide liminance coefficinet

on cemend road shalll be min 130 mcd/m2/lux and Asphalt road

shall be min 100 mcd/m2/lux during the service life during the day

time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in

the section-15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

SBD SECTION-7 BILL OF QUANTITIES-615

16 171.00 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

Each Raised Pavement Markers made of polycarbonate and ABS

moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635 kgs. tested in

accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and

length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to

the base shall be 35 +/- 5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm

and height not less than 30+/- 2 mm) from the body is to be a

minimum value of 500 Kgf. Fixing will be by drilling holes on the road

for the shanks to go inside, without nails and using epoxy resin

based adhesive as per manufacturers recommendation and The

color of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

17 5.00 Supplying and fixing road sign board of M.S. plates and angle iron

Each including painting, lettering etc. complete including fixing in C.C.

1:4:8 with necessary excavation etc. complete as per I.R.C. type

design.(ii) Reflective type 3072.99 Smt

18 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured copper

cable 1.1 KV grade to be erected as directed of following size.

(E) 3 Core 2.5 sq. mm Rmt.

19 Supplying & erecting following spare parts for panel mounting Switch

Disconnector Fuse Units. Operational Handle Assembly Complete

for (i) 32/63/125 Amps.

20 Supplying and erecting triple pole & neutral 440V / 500V panel

mounting Copper Busbars with four equal Nos. of electrolyte bus

having current density not more than 1.6 Amp. / sq.mm (Rated

current / cross section area) duly wrapped with colour insulating tape

for phase sequence of following current carrying capacity, erected

with necessary bus bar supports /insulators, main cable socket to

each bar, erected in existing cubical panel with necessary

connections. (A) Suitable for 100 Amp. Capacity. Rmt.

SBD SECTION-7 BILL OF QUANTITIES-616

21 Supplying & erecting following spare parts for panel mounting Switch

Disconnector Fuse Units. Neutral Link for (i) 32/63/125 Amps.

22 Supplying and erecting approved make 415V bakelite fuse fittings

for front connection / busbar type, to accommodate HRC fuse link,

with spin - riveted brass contact, having thermo plastic inflammable

material & single piece extruded brass box contact to lock with

adequate cable hole to accommodate aluminium conductors

suitable for (without HRC fuse). For 63 Amp.

23 Supplying and erecting Ammeter / Voltmeter selector switch for

phase AC Supply 500 V on existing panel board with necessary

2.00 connections. 317.14 Ea.

24 Supplying and erecting approved make set of indicator lamps of

LED type lamp, lens cover, Bakelite holder complete erected with

necessary connections.

25 Providing & erecting Spares For Air Circuit Breakers as follows: (B)

Auxiliary Contact Block for CN-CS 800 to 2500 & 6 NO + 6 NC

26 Mains with ISI marked, 1.5KV grade electrolyte multi stranded,

annealed copper conductor with heat resistant PVC insulated

conforms to IS 694, IEC - 227 erected in existing pipe of following

size (Specifically for control panel, relays, power switchgears, motor

starters & control wiring) with required size of copper lugs, nuts and

bolts if required.

60.00 For Control Cable.(c) One wire 2.50 sq. mm 34.34 Mtr.

27 Mains with ISI marked, 1.5KV grade electrolyte multi stranded,

annealed copper conductor with heat resistant PVC insulated

conforms to IS 694, IEC - 227 erected in existing pipe of following

size (Specifically for control panel, relays, power switchgears, motor

starters & control wiring) with required size of copper lugs, nuts and

bolts if required.

360.00 For Power Cable. (d) One wire 4.00 sq. mm 46.46 Mtr.

28 30.00 Approved make Four pole moulded case circuit breaker having

Ea. breaking capacity ICU of 25 K.A. at 415 V, having normal current

rating up to 25 A to 100A. with Fixed thermal & magnetic release

suitable to work on A.C. supply 50 cys. with all internal connections

& complete erected in 16 G.M.S. housing on angle frame. with

Housing/Encloser (The Enclousers should be used of same

company of MCCBs to be used) Cat.III 6790.23 Ea.

SBD SECTION-7 BILL OF QUANTITIES-617

29 Approved make ELCBs / RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short Circuit withstand capacity of

KA and suitable for operation on 3 phase and neutral 415V. having

charectorstic of quick action & tripping with all advance feature & do

not incorporate any electronic component for following Max. rating

erected as directed.

2.00 (iii) 63 Amps. FP Cat.III 3344.11 Ea.

30 Providing & erecting 240 V MCB Double pole switch for lighting Load

(B Curve) having 10 KA breaking capacity & confirms to IS : 8828 in

existing box having following capacity.

30.00 (A) 6 to 32 Amp. Cat-III. 307.04 Ea.

31 150.00 Providing and erecting Annealed bare Copper wire 8 to 16 S.W.G.

32 30.00 Pipe type earthing having 150 cms. long and 2.5 cms. dia.

Ea. galvanised iron pipe with coupling and buch burried in specially

prepared earth pit complete with necessary 8 SWG earth wire.

33 Supplying & erecting funnel type earthing having earth plate of

following size burrid in specifically prepared earth pit 3 mtr. below

ground with 40 kg. charcol and salt with alternate layers of charcol &

salt, 20mm.dia. G.I. pipe with Funnel with a wire mesh for watering

& bricks masonry block, C.I. Cover complete as per para 7.3 of IS

3043 with necessary length of double G.1 / copper earth wire No

SWG bolted with lug to the plate and covered in 12 mm dia. G.I.

pipe 2.5 mtr long complete connected to the nearest switch gear

with end socket as per direction & duly tested by earth tester

confirming to ISS (As per drawing)with following specification.

2.00 (C) with 60 x 60 x 0.315 cms. Copper earth plate 7874.97 Ea.

34 30.00 For using salt and charcoal/coke as required for pipe type earthing. 171.70 Ea.

35 Providing and erecting XLPE (IS:7098)(I)-88 ISI marked armoured

cable multistrand Aluminium conductor for 1.1 KV. to be laid on

wall with necessary clamps or in existing cable trench / pipe at road

crossing or floor of following size of cables.

495.00 (C) 4 core 10 Sq. mm 168.67 Mtr.

SBD SECTION-7 BILL OF QUANTITIES-618

36 495.00 Providing & laying approved make Double Walled Corugated pipe

Mtr. (DWC) of polythylene (Confirming to IS-14930-II) with necessary

connecting accessories of same materials at required depth for

laying of cable. Below ground / road surface for enclosing cable and

back filling the same to make ground as per original. (C) 50 mm Dia

37 Supplying following size of Light duty “A” Class G.I. Pipe & erecting

as directed by Engineer-in-charge.

38 Providing and, fixing heavy duty flange type brass cable gland with

rubber ring for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of cables.

30.00 (c) 2 to 4 core 10 Sq. mm 38.38 Ea.

39 Providing and, fixing heavy duty flange type brass cable gland with

rubber ring for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of cables.

30.00 (d) 2 to 4 core 16 Sq. mm 47.47 Ea.

40 Providing and, fixing heavy duty flange type brass cable gland with

rubber ring for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of cables.

6.00 (e) 2 to 4 core 25 Sq. mm 51.51 Ea.

41 30.00 Supplying and erecting approved make Octagonal pole made from

Ea. HR sheet steel. The pole should be made as per IS. and shall be

coated with hot dip galvanizing as per IS 2629/2633/4759, suitable

suspend local wind speed with integral Junction box consist of

terminal plate of min 6mm Hylam sheet, standard profile

35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and

arrangement for cable termination to be erected on suitable

foundation (included).

(E) 7 Mtr. Long 70 mm Top X 135 mm bottom dia, 3 mm thickness

with 225mmX225mmX16mm base plate, 4-M20 Bolts and 600mm

long with necessary G.I. J Bolts .Approx Pole weight 67 kg

SBD SECTION-7 BILL OF QUANTITIES-619

42 Providing and erecting Street Light pole bracket comprising main B

Class GI pipe of 4.2 cm/require outside dia. complete with suitable B

Class G.I. sleeve tubing of approx. 45cms.length and suitable for

76.5 mm /80mm / required size of pole top having sufficient

fasteners for fixing the brackets and having spread of 1.5.mtr. length

with 110 deg.with vertical plane & suitable welded stays, reducer

and with check nuts complete painted with one coat of Red oxide /

PU base primer and two coats of Aluminium / PU paint. paint with

following nos of arms. [B] Double Arm Bracket 1.5 Mtr

43 Supplying and erecting LED street light / Flood light fittings with High

power White LEDs wattage of 3 Watt and above assembled on

single MCPCB, efficiency more than 130 lm/w and corrosion free

High pressure die cast aluminum housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with company

mark/name engraved or embossed 160 to 270 V,Power Factor more

than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio

>0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency >

85 %.( fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)(A) Street Light (IP-65), Surge

protection -4KV integral and ,Light must have 440VAC line supply

with over-voltage protection. (iii) Above 60 to 90 watts Cat-lll

44 2.00 Supplying & erecting approved make Digital time switch having

Ea. lithium cell 6 years operative and operate battery backup 1 channel

day clock with 14 memory programme, suitable to operate on 240V

+ 5%, 16A with, floating contacts Minimum switching setup time

minimum & LCD display. Also comporised permanent ON/OFF

switching. Programming switches & housed in fire proof

thermoplastic enclosure & transperent cover erected as required

with necessary connection.

45 2.00 Providing and erecting Sheet Steel powder coated MCB distribution

Ea. board - flush / surface mounted fitted with busbar, neutral link, earth

bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without

MCB to house appropriate nos. of MCBs.(The DBs should be used

of same company of MCB to be used). (B) Three phase 4 way SS

Double door for single phase outgoing horizontal box.

SBD SECTION-7 BILL OF QUANTITIES-620

46 2.00 Supplying & erecting power contactor for time switch complete

Ea erected as per direction Cat III

(B)2 pole 250V 32 Amp

47 2.00 Supplying & erecting MINI SECTION PILLAR 75 x 60 x 45 cms

Ea. fabricated from 16 Gauge thick joint legs M.S. Sheet with angle iron

legs 45 cms long made from 35x35x5 mm thick.Jointless M.S. Angle

with cable clamps to be buried in ground to have appropriate

erectionb to work Uniform Until erected with cement concrete

foundation and 45cms high bricks work finishing with plaster ect.

hinged double door with 3" * 4" vision panel covered with Mesh & V.

panel overlapping with flap for meter reading inernally supported on

both side, with itnternal and outside looking arrangement with look

and keys in duplicate 35*35*5 mm M.S. Angle of Two Nos. one is

welded and other with nut and bolt for erecting bakelite sheet.

Painting the Section pillar inside and out side with Seven tank

powder coated paint.. Section pillar roof shoud be without joint with

water leakage proof & tested as per IP 55 test & followed by IS

HIGH MAST POLE (2 NOS.)

48 Supplying, erecting, testing, commissioning approved make M.S.

Polygonal High Mast Pole having following general Specification.

(a) Polygonal Section fabricated from M.S. Plate confirms BSEN

10025 & Hot deep galvanized minimum 65/86 micron (as per IS

2629 /1985) Lantern carriage with ring and rubber lines for

erection of luminaries of suitable site. (b) Maximum telescopic

section not more than four (c) Double drum gear pipe motorized

winch with 6mm dia S.S. Rod (For 16 mtr and above size) (d)

Approved make L.E.D. aviation light = 1 No. Lightening arrestor

= 1 No. with necessary wiring of 2.5 sq.mm 5 core ISI copper

cable Unarmoured. (e) Bottom most section suitable for

mounting reversible motor and switchgears having door not

more than 1400mm x 300mm with waterproof gasket & hinges

& locking arrangement. (f) Pole structure comprises suitable size

of reversible motor, cable and necessary switchgears with

control panel. (g) bottom section shall have suitable size of

thickness supports ribs foundation bolts nuts etc.

(h) Item not comprises the cost of lanterns.

(i) Necessary Cement Concrete foundation as per IS including

testing & commissioning of the entire structure for following

size of High Mast poles

2.00 [4] High Mast 16 Mtr. TOP A/F 150 Mm, BOTTOM A/F 400 Mm,

No. of Sec. No. - 2, Bottom Thickness - 4 mm, Top Sec. - 3 mm,

Size Base Plate - dia.630 mm x 20 mm thick, Foundation Bolt Size

M24 x 870 mm, Qty - 12 Nos., Suitable for mounting Fitting of

SBD SECTION-7 BILL OF QUANTITIES-621

M24 x 870 mm, Qty - 12 Nos., Suitable for mounting Fitting of

Light - 10 Nos. 212104.04 Ea.

49 Supplying and erecting LED street light / Flood light fittings with

High power White LEDs wattage of 3 Watt and above assembled

on single MCPCB, efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminum housing with smooth

finish powder coated and heat sink extruded aluminium with

diffuser and Polycarbonate optics/ lenses, with toughened glass

with company mark/name engraved or embossed 160 to

V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required

LM-79 & LM-80 certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges

16.00 (B) Flood Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

protection. (vii) above 200 to 250 watts Cat-III

50 Providing and erecting XLPE (IS:7098)(I)-88 ISI marked

armoured cable multistrand Aluminium conductor for 1.1 KV. to

be laid on wall with necessary clamps or in existing cable trench

/ pipe at road crossing or floor of following size of cables.

70.00 (A) 4 core 4 Sq. mm For Motor 140.39 Mtr.

70.00 (A) 4 core 16 Sq. mm For Section Pillar Power 151.50 Mtr.

440.00 (B) 4 core 25 Sq. mm For Section Pillar Power 168.67 Mtr.

SBD SECTION-7 BILL OF QUANTITIES-622

51 Supplying & erecting earth pit of minimum bore dia.150mm size

approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having 200-250

Micron galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for following

type of applications with chamber and heavy duty cover.

(A)(approved make OEM has to submit test certificate including

value of earth resistance of installation duly stamped and signed

by agency and officer Incharge has to ensure the value of

earthing resistane mentioned in test Certificate) & having back

filling compound of (B) Inner chemical (CCM Compound)-

Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017,

Voltage drop:- < 1 volt at no load & dry form, Sulphar content:-

<2%(C) Back fill Compound :- Earthing compound should be

capable to retain moisture for long time Necessary test report

must be submitted by Agency.

4.00 (b)For Electrical installation up to 11 KV in normal soil. Length

of Pipe : 2.00 mtrs Back filling Compound :1 no. Bag of 25 Kg.

52 440.00 Providing & laying approved make Double Walled Corugated

pipe (DWC) of polythylene (Confirming to IS-14930-II) with

necessary connecting accessories of same materials at required

depth for laying of cable. Below ground / road surface for

enclosing cable and back filling the same to make ground as per

original. (B) 50 mm Dia 62.62 Mtr.

SBD SECTION-7 BILL OF QUANTITIES-623

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION AND INSTALLATION VARIOUS COMPONENTS AND MACHINERIES AT

PROPOSE SOLID WASTE MANAGEMENT SITE ON BLOCK NO- 394 AT VALSAD

9 - TUBE WELL 250 MM DIA BY D. R. METHOD & PUMPING MACHINERY

Qty. Description Total Rate Per Amount

1 60.00 Drilling of 250 mm dia. bore well in all strata including dual over

Rmt. burden strata by Combination DR / DTH rig including lowering

mm dia MS ERW pipes in bore hole as suggested by Hydrologist

2 60.00 Manufacture, supply and delivery of ISI marked ERW MS pipes

Rmt. conforming to IS: 4270/2001 with latest amendment

Rates are exclusive of GST

250 mm dia. (Minimum 7.10 mm thick) 3605.70 Rmt.

3 18.00 Providing of 250 mm dia Jhonson Screen Pipe 1.0mm size.

Rmt. Slots 2258.36 Rmt.

4 6.00 Providing of 250 mm dia Jhonson Screen Pipe 1.5mm size.

Rmt. Slots 2092.72 Rmt.

5 1.00 Clamps made from MS plate with 3 holes on either side with nuts &

No. bolts of standard make and suitable size.

900 mm X 100 mm X 16 mm flat suitable for 250 mm dia. pipe.

6 1.00 Bore plug of 100 mm height made from MS plate with 3 holes at

No. equal distance on circumference for nut-bolts type, locking

arrangement with nutsbolts & lock nuts of standard make.

iii) Suitable for 250 mmdia pipe 1161.62 No.

SBD SECTION-7 BILL OF QUANTITIES-624

7 1.00 M.S. Bail plug having length 0.45 mt. from medium class pipe as per

No. I.S.S. suitable for 250 mm dia pipe.

8 27.00 Steel bend plate suitable to ERW pipe as detailed below.

9 8.00 Best quality of well stored Sevelia graval of size 4 mm to 6 mm at

From Annexure - A (For BARODA ) 2049.29 Cmt.

10 4.00 Supply of clay balls having size of 25mm to 50mm made from sticky

clay at site of work.

Cmt. 758.51 Cmt.

11 1.00 Developing of bore hole of above mentioned drilled reamed. (900

Job. 37703.30 Job.

12 1.00 Uptron make Eloctrologger (without carting) 18180.00 Job

13 1.00 Geohydrological ground water investigations. (with vehical charges).

ii) 200/250 mm dia Deep Tube Well (with water sample)

14 1.00 Water Chemical analysis charges 606.00 No.

15 60.00 Providing and supplying D.I. K-9 grade pipes for following nominal

Rmt bore diameter with internal cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS 8329-2000) Rate for DI Pipe based on

wholesale Price Index of pig iron as 147.1 for month of march -

With Excise Duty

Do For 200 mm Dia 1832.14 Rmt

SBD SECTION-7 BILL OF QUANTITIES-625

16 25.63 Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot

Kgs bends, tees, reducers or any other specials as per BS-EN-545/1995

Class-A series K12 suitable for use with D.I.Pipes manufactured as

per IS:8329/1994delivery of specials is to be made to GWSSB store

or site of works any where in Gujarat including all taxes, liading,

unloading, carting, stacking, insurance, inspection charges, octroi

80 to 300mm dia 156.55 Kgs

17 32.40 Excavation for pipe line trenches incl. all safety provisions using site

Cmt rails and stacking excavated stuff up to a lead of 90 mts. cleaning

the site etc. complete for lifts and strata as specified.* In all sorts of

soil and Hard murrum

* upto 1.5m depth 102.35 Cmt

18 60.00 Lowering, laying and jointing C.I. S & S Spun pipes suitable for tyton

Rmt. joints/Mortar lined D. I. Pipes of various classes with CI/MS specials

of following diameters in proper position, grade and alignment as

directed by engineer-in-charge including hydraulic testing etc.

Do For 300 mm Dia 113.85 Rmt

19 4.00 Providing C.C. M - 100 for encasing of Pipe Using trap metal size

Cmt mm to 50 mm including formwork curing etc. complete.

Do For 300 mm Dia 4567.80 Cmt

20 29.00 Refilling the pipeline trenches including ramming, watering,

Cmt consolidating, disposal of surplus stuff as directed within a radius of

Do For 300 mm Dia 25.30 Cmt

21 60.00 Providing laying and jointing in true line and level 40mm dia.

Rmt. 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 as directed

including necessary fittings etc. including testing of pipe and joints

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

SBD SECTION-7 BILL OF QUANTITIES-626

22 60.00 Providing, laying and jointing in true line and level 32 mm dia

Rmt. U.P.V.C. Pipe (SCH-40) including fittings make 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. 135.67 Rmt.

23 60.00 Providing laying and jointing in true line and level 25mm dia.

Rmt. 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 as directed

including necessary fittings etc. including testing of pipe and joints

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

materials. 104.57 Rmt.

PUMPING MACHENERY

24 1.00 Supplying & installing at site. Board Approved make Electric

motor driven submersible pump set conforming to I.S.

8034/198/and motor confirms to IS-9283-1979 working at

phase 400/440 volt 50 C/S A.C Supply & 2900 R.P.M. for 10"

dia Bore Well. 1200 L.P.M, 63 M. Head. 27.5 HP. 42943.18 Set

25 50.00 Flat PVC cable for submersible pump detailed specification as

per GWSSB rate contract. 1 x 3 x 10 Sq.mm.

26 1.00 Auto transformer starter suitable for local & remote pump

control application consisting of Auto Transformer (vacuum

impregnated, air cooled having three (3) tappings at 50%, 65%

and 80%), incomer MCCB / MPCB, overload relay and

contactors as per Type II coordination including digital MFM

with RS 485 communication port, analogue type ammeter

with selector switch, run hour meter, required protective

relays & control accessories. A. T. S. from 21 to 30 HP

SBD SECTION-7 BILL OF QUANTITIES-627

27 1.00 Labour charges for fixing ATS control pannel board including

carting of control pannel board from store to site and

including making GE power connection etc. complete. 756.49 No.

28 1.00 Supplying & erecting funnel type earthing having earth plate

of following size burred in specifically prepared earth pit

mtr. below ground with 40 kg. charcoal and salt with alternate

layers of charcoal & salt, 20mm.dia. G.I. pipe with Funnel with

a wire mesh for watering & bricks masonry block, C.I. Cover

complete as per para 7.3 of IS 3043 with necessary length of

double Galvanised Iron / copper earth wire No 6 SWG bolted

with lug to the plate and covered in 12 mm dia. G.I. pipe

mtr long complete connected to the nearest switch gear with

end socket as per direction & duly tested by earth tester

confirming to IS (As per drawing) with following specification

(A) With 30 x 30 x 0.35 cms: C.I. earth plate 2311.89 No.

29 60.00 Providing heavy duty galvanized iron column pipe threaded at

both end having approx. length of 3 mts. Confirming to IS

1239(Part-1) with coupling at one end and threaded protector

at other end size 100mm dia. 743.36 Mt.

30 2.00 Providing support clamp of size 450 x 65 x 10mm, suitable to

100 mm dia pipe. 574.69 Pair

31 Providing, Supplying and fitting of ISI mark Double Flange

Sluice Valve including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete

with ISI mark only.

P.N. 1.6 with Hand Wheel/Cap Operated (PD type Short Body)

32 Providing, Supplying and fitting of C. I. Reflux valve tested to

pressure of 20 Kg./Cm2 for seat as per IS-5312,P.N.

SBD SECTION-7 BILL OF QUANTITIES-628

33 2.00 Providing and Fixing C.I./M.S. flanged with bolts, Rubber

Packing etc. complete (H.D.) 100 mm Dia. 350.00 No.

34 1.00 Providing heavy duty 90˚ G. I. Bend R brand suitable for

mm size pipe. 475.00 No.

35 2.00 Heavy duty M.S. coupling 100 mm dia. 8 mm thick, 150mm

long 362.25 No.

36 1.00 Lowering of submersible motor pump set complete with

required Nos. and size of casing pipes erected by means of

proper chainpulley block and pipe wrenches after cheking of

threads of each pipe with coupling to take the load of the

pump set and pipe assembly fild up with water. Upto 60 mtrs. 1800.00 No.

37 1.00 Providing bore plate made from 6 mm thick M.S. plate

suitable up to 250 mm dia bore well pipe. 682.70 No.

SBD SECTION-7 BILL OF QUANTITIES-629

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- CONSTRUCTION & INSTALLATION OF VARIOUS COMPONENTS & MACHINERY AT

PROPOSED SOLID WASTE SITE ON BLOCK NUMBER 394, AT VALSAD.

10 - JUNGLE CUTTING , LEVELLING & FILLING

Item Qty. Description Total Unit Amount

1 2.07 Clearing and grubbing road land including uprooting rank

Hec vegetation grass bushes,shrubs,sapling and trees girth up to

mm removal of stumps of trees cut earlier and disposal of

unserviceable materials (B) By manual in area of thorny jungle

2 24868.80 Filling in Foundation & plinth with murrum of selected soil layers of

Cmt. 20 cm. thickness including watering, ramming, consolidating

dressing etc complete.

SBD SECTION-7 BILL OF QUANTITIES-630

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- CONSTRUCTION & INSTALLATION OF VARIOUS COMPONENTS & MACHINERY AT

PROPOSED SOLID WASTE SITE ON BLOCK NUMBER 394, AT VALSAD.

11 - TOILET BLOCK

Item Qty. Description Total Unit Amount

1 50.69 Excavation for foundation upto 1.5 m depth including sorting

Cmt. out and stacking of useful materials and disposing off the

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

2 8.32 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 27.61 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 11.25 Filling in Foundation & plinth with murrum of selected soil layers of

Cmt. 20 cm. thickness including watering, ramming, consolidating

dressing etc complete.

5 38.00 Applying general insecticide pest control treatment to floors,

Smt. cupboards etc including labour materials etc. complete. Using

Imidacloprid 30.5 SCas Per IS 6313 part II( (0.075% concentration

by mass) is recommended 10.5ml chemical diluted with 5 liters of

water application 0.5 litre chemical /Sqm of surface is

recommended as per I.S.

6 8.32 Poroviding and laying rubble for appron (each stone weighting not

Cmt. less than 40Kg.) including and packing and filing below the

SBD SECTION-7 BILL OF QUANTITIES-631

7 12.03 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

Cmt. sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

8 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 8.48 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 1.43 -- do -- for R.C.C. Column Up to G.L 5916.58 Cmt.

c 6.76 -- do -- for Ground Beam 5831.74 Cmt.

d 3.64 -- do -- for R.C.C. Column 6039.80 Cmt.

e 6.99 -- do -- for R.C.C. Base Slab 4627.82 Cmt.

f 1.00 -- do -- for R.C.C. Lintel 7533.59 Cmt.

g 0.59 -- do -- for R.C.C.Chajjah 7533.59 Cmt.

h 5.51 -- do -- for Beam, 5723.67 Cmt.

i 6.61 -- do -- for Slab 6257.96 Cmt.

5081.60 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for R.C.C.work

Kgs. including bending, binding and placing in position complete upto

floor two level.(upto 10 ton)

10 8.46 Providing and Laying brick work using common burnt clay building

Cmt. bricks (Conventional) having crushing strength not less than

Kg./Sq. Cm. in foundation and plinth in Cement Mortar. (1:6) (1

Cement : 6 fine sand). (up to Plinth Level)

SBD SECTION-7 BILL OF QUANTITIES-632

11 21.68 Providing and Laying Brick work using common burnt clay building

Cmt. bricks (Conventional) having crushing strength not less than

Kg./Sq. Cm. in Super Structure Above Plinth level in Cement

Mortar (1:6) (1 Cement : 6 fine sand) etc. complete for any Height.

Smt. Providing, laying and constructing half brick masonry work in

super structure having crushing strength not less than 35 Kg./Sq.

Cm. in cement mortar (1:4) (1 Cement : 4 Coarse sand) etc.

complete for All Floors. 653.01 Cmt.

13 5.50 Providing and fixing 35mm thick flush door shutters, solid core

Smt. construction with frame of first class hardwood with cross band

and face veneer or plywood face panels, including anodised

alluminium butt hinges with necessary screws. (A) Decorative type

and bright finished M.S. Piano hinges of Nickel plated piano

hinges in flush door shutters.

14 12.00 Providing and fixing FRP frame size 125 x 65 mm and 35 mm

Smt. thick FRP shutter with wood grain raised panneled design finish

shutter having extra reinforcement on side & edges in Gel coat

finish. The core of the shutter & frame is to be filed up with

injected 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 weather proof,

termite proof & resistance to mild acid/alkhli. Rates are to be

inclusive of S.S.hinges with fastener Sleeve & alluminium fixtures

15 4.00 Providing and fixing glazed louvered glass windows and ventilators

Smt. with teakwood frame 10cm x 7cm size including 3 Coats of oil

painting to wood work etc. complete.

16 260.00 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) Plain Grills. 104.04 Kg.

17 21.00 Painting two coats (excluding priming coat) on new steel and other

Smt. metal surfaces 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.

SBD SECTION-7 BILL OF QUANTITIES-633

18 21.00 Applying Priming Coat over new Steel and other metal surface

Smt. after and including preparing the surface by throughly cleaning, oil,

grease. Dirt and other foreign matter and scoured with other

brushes fine steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

19 195.78 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in. (II) cement mortar

1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for finishing with

a floating coat of neat cement slurry. (upto 10 ton)

20 49.17 Providing 10mm thick cement plaster in single coat on ceilings and

Smt. soffits of stairs for interior plastering and finished even and smooth

in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing with a

floating coat of neat cement slurry for all floors.

21 119.85 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

22 244.95 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth.

23 195.78 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer coat

with alkali resistance primer of approved brand after throughly

brushing the surface to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

24 49.17 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on

Ceiling & Sloping Roof surfaces to give and even shade over and

including a primer coat with alkali resistance primer of approved

brand after throughly brushing the surface to give and free from

other foreign matter and also including preparing the surface even

and sand papered smooth. 108.68 Smt.

SBD SECTION-7 BILL OF QUANTITIES-634

25 119.85 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even shade

and of approved brand and manufacturer after throughly brushing

the surface to remove all dirts, and remians of loose powdered

materials etc. complete.

26 32.13 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt. (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for antiskit complete. 2621.96 Smt.

27 168.39 Providing and laying coloured glazed tiles of the size 300 mm x

Smt. 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 :

coarse sand) & jointed with white cement slurry.

28 32.62 Providing and laying polished Granite tiles 18 mm thick in risers of

Smt. steps, skirting Dedo and pillars laid on 10 mm thick cement mortar

1 : 3 (1 cement : 3 course sand) and jointed with gray cement

slurry mixed with pigment to match the shade of slab including

rubbing, polishing, Moulding etc. complete. For Flooring, Doors &

29 4.56 Providing and laying polished Kota stone slab flooring over 20mm

Smt (Average) thick base of cement mortar 1:6 (1-cement : 6 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 match the

shade of slab including rubbing and polishing etc. complete. (A)

25mm thick 965.59 Smt

30 45.00 Providing and laying broken chine mosaic flooring for

Smt terrace using 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 etc. as

SBD SECTION-7 BILL OF QUANTITIES-635

PLUMBING AND SANITARY

31 3.00 Providing and fixing wash down water closet (European type W.C.

Nos. Pan) with internal P or S trap including jointing the trap with soil

pipe in cement mortar 1:1 ( 1 cement : 1 fine sand). Rates

including providing and fixing plastic seat cover with C.P. brass

hinges and rubber buffers, Jet spray heavy duty with S.S. braided

hose 60 cm long and chromium plates brass half turn flush cock of

approved quality etc. complete as directed.

32 2.00 Providing and fixing wash down water closet (Indian Type W.C.

Nos. Pan) size 580mm with Viterous China 100mm size integral P or S

trap including jointing the trap with soil pipe in cement mortar 1:1 (

1 cement : 1 fine sand). Rates including Providing and fixing in

cement mortar 1:3 (1 cement : 3 fine sand) a pair of white viterous

china 250mm x 130mm x 30mm footrest to long pattern squatting

pan water closet and 25mm dia chromium plates brass half turn

flush cock of approved quality etc. complete as directed.

33 15.00 Providing and fixing 15mm. Dia Chromium Plated Brass screw

Nos. down bib tap of approved quality in pipeline and testing etc.

complete as directed by Engineer-in-charge.

34 1.00 Providing and fixing gun metal check or non return fullway wheel

Nos. valve of 25 mm Dia. 420.63 No.

35 1.00 Providing and fixing gun metal check or non return fullway wheel

Nos. valve of 40 mm Dia. 663.43 No.

36 8.00 Providing and fixing PVC SWR Nahni trap IS 14735 for drain -

Nos. mm diameter with jali of the following nominal diameter of self

cleansing design with C.I scread down or hinged grating including

the cost of cutting and making good the walls.

37 5.00 Providing and fixing S.W. gully trap with C.I. grating brick masonry

Nos. chamber and water tight C.I. cover with frame of 300mm x 300mm

size (inside) with standard weight.(i) Square mouth traps. (A)

100mm x 100mm size P type.

SBD SECTION-7 BILL OF QUANTITIES-636

38 1.00 Constructing brick masonry chamber for underground C.I.

Nos. Inspection chamber and bends with bricks having crushing

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 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone 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.(ii) Inside dimensions

500mm x 700 mm and 450mm deep for pipe line with one or two

39 2500.00 Providing erecting and fixing double coated ISI mark water tank of

Lits. required capacity with all necessary fittings & connection etc.

complete on terrace

40 3.00 Providing and fixing white viterous china flat back wash basin of

Nos. 550mm x 400mm size with single hole for pillar tape with C.I. or

M.S. brackets painted white including cutting holes and making

good the same. Rates including providing and fixing 32mm dia

C.P. Brass waste couplin, 32mm dia M.I. Fisher unit, Brass screw

down stop tap of 15mm dia pillar tap capstan head, screw down

high pressure with screws, shanks, back nuts, PVC pipe & 32mm

dia flexible waste pipe up to Nani Trap etc. complete as directed

by engineer in charge.

41 80.00 Providing and laying (To level or slopes) and jointing with stiff

Rmt. mixture of cement mortar in proportion 1:1 salt glazed stone ware

pipes including testing of pipes and joint complete. (B) 150 mm

Dia 305.13 Rmt.

42 3.00 Providing and fixing 600 mm x 450 mm bevelled edge mirror of

Nos. superior glass mounted on 6 mm thick A.C Sheets or plywood

sheet and fixing to wooden pluge with C.P. brass screws and

43 50.00 Providing and fixing concealed center point to wall ceiling & floor

Rmt. CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for portable water of following dia. Nominal bore tube

fitting and clamps including making good the wall, ceiling and floor

etc. complete. For 40mm Dia. 442.04 Rmt.

SBD SECTION-7 BILL OF QUANTITIES-637

44 50.00 Providing and fixing concealed center point to wall ceiling & floor

Rmt. CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for portable water of following dia. Nominal bore tube

fitting and clamps including making good the wall, ceiling and floor

etc. complete for 25mm.

45 40.00 Providing and fixing concealed center point to wall ceiling & floor

Rmt. CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for portable water of following dia. Nominal bore tube

fitting and clamps including making good the wall, ceiling and floor

etc. complete for 15mm dia 166.86 Rmt.

46 12.00 Providing and Fixing to wall ceiling and floor 110 mm Dia 6.kg.

Rmt. F/Cm2 working Pressure polythene pipes of the following outside

Dia. Low density, complete with special flange compression type

fitting, wall clips etc. including making good the wall ceiling and

47 70.00 Providing, laying and jointing in true line and level 110 diameter

Rmt. 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 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.

48 3.00 Providing and fixing Urinal of approved quality including

Each connection with trap and with integral longitudinal flush pipe.(A)

Squating plate pattern white earthenware 550mm x 300mm.

49 1.00 Providing and constructing SOAK WELL of 2.50m internal dia and

Nos. 6.00 depth depth internal clear dimention including the cost of

execavation, PCC 1:4:8 foundation for honey combed masonary in

C.M. 1:4 (1cement : 4 sand), casting R.C.C. 1:2:4 (1cement:

sand: 4 graded stone aggregate 20mm nominal size) top slab

thick with C.I. manhole cover 600mm x 450mm size of 35 kg.

weight and75mm dia C.I. pipe 1800mm long with 75mm dia cowel

vent and filling the wall 1000mm in depth with dry brick bats

including providing vata in C.M. 1:3 (1cement: 3 sand), curing

including cost of reinforcement etc. complete as per detailed

drawing and directed by E.I.C 41988.03 Nos.

SBD SECTION-7 BILL OF QUANTITIES-638

50 1.00 Construction Septic tank Inside dimention of 4.00 m in length &

Nos. 2.50 m In width & 2.00 m depth Including excavating any type of

soil as shown and mentioned in the drawing,providing and laying

0.10 m thick plain cement concrete 1:3:6 (1 cement: 3 coarse

sand: 6 graded stone agg.) 40 mm thick IPS flooring at bottom

with brick masonary 0.23 m thick walls CM 1:5 (1 cement:

coarse sand) and intermediate partition CM 1:4 & RCC Top

slabs12 cms thick in 1:2:4 (1 cement: 2 coarse sand: 4 graded

stone agg) including reinforcement as per design and 15 mm thick

cement plaster in CM 1:4 with floating coat of neat cement slurry

Inside, top and around tank below 15 cm on ground level, Also

provide Two nos CI Manhole frame and cover of size 60 cm x

cm & 75 mm dia. PVC 10 kgf/Sq cm pressure air vent pipe in

length with cowl etc complete as per direction of Engineer in

charge. 69390.11 Nos.

Add : 2.50% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-639

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTUCTION WORK OF CONSTRUCTION AND INSTALLATION OF

VARIOUS COMPONENTS AND MACHINERIES AT PROPOSED SOLID WASTE MANAGEMENT SITE ON BLOCK

NO-394 AT VALSAD

Item Qty. Description Total Unit Amount

1 26.94 Excavation for foundation upto 1.5 m depth including sorting

Cmt. out and stacking of useful materials and disposing off the

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

2 4.68 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 18.70 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 11.06 Filling in foundation and plinth with murrum or selected soil in

Cmt layers of 20cm. thickness including watering, ramming and

consolidating etc. complete

5 4.68 Poroviding and laying rubble for appron (each stone weighting not

Cmt. less than 40Kg.) including and packing and filing below the

6 6.44 Providing and laying cement concrete 1:3:6 (1-Cement : 3-

Cmt. coarse sand : 6- hand broken stone aggregates 40 mmnominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

SBD SECTION-7 BILL OF QUANTITIES-640

7 19.21 Carring out plinth treatment to post construction / existing

Smt. structure by spraying chemical solution for termite control

treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As Per

Consentration Weight one percent is recommended i.e one litre

20 EC chemical emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication at the rate of

Litre chemical / Sqm of surface is recommended as per I.S

8 Providing and laying controlled cement concrete M-250 and curing

complete including the cost of formwork and excluding the cost of

reinforcement of reinforced concrete work in

a 4.32 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 0.76 -- do -- for R.C.C. Column 5916.58 Cmt.

c 1.80 -- do -- for Ground Beam 5831.74 Cmt.

d 2.74 -- do -- for R.C.C. Column 6039.80 Cmt.

e 0.79 -- do -- for R.C.C.Lintel 7533.59 Cmt.

f 0.08 -- do -- for R.C.C.Chajjah 7533.59 Cmt.

g 1.46 -- do -- for Beam 5723.67 Cmt.

h 3.60 -- do -- for Base Slab 4627.82 Cmt.

i 3.60 -- do -- for Slab 6257.96 Cmt.

2330.00 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for

Kgs. R.C.C.work including bending, binding and placing in position

complete upto floor two level.(upto 10 ton) 76.21 Kg.

10 5.02 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge. 4021.02 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-641

11 15.21 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

12 24.15 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade

13 71.98 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in. (II) cement mortar

1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for finishing with

a floating coat of neat cement slurry. (upto 10 ton)

14 22.53 Providing 10mm thick cement plaster in single coat on ceilings

Smt. and soffits of stairs for interior plastering and finished even and

smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and finishing

with a floating coat of neat cement slurry for all floors.

15 93.47 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

16 94.51 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth.

17 94.51 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer coat

with alkali resistance primer of approved brand after throughly

brushing the surface to give and even shade free from foreign

matter and also including preparing the surface even and smooth.

SBD SECTION-7 BILL OF QUANTITIES-642

18 93.47 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even

shade and of approved brand and manufacturer after throughly

brushing the surface to remove all dirts, and remians of loose

powdered materials etc. complete.

19 2.52 Providing and fixing 35mm thick flush door shutters, solid core

Smt. construction with frame of first class hardwood with cross band

and face veneer or plywood face panels, including anodised

alluminium butt hinges with necessary screws. (A) Decorative type

and bright finished M.S. Piano hinges of Nickel plated piano

hinges in flush door shutters.

20 1.58 Providing and fixing FRP frame size 125 x 65 mm and 35 mm

Smt. thick FRP shutter with wood grain raised panneled design finish

shutter having extra reinforcement on side & edges in Gel coat

finish. The core of the shutter & frame is to be filed up with

injected 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 weather proof,

termite proof & resistance to mild acid/alkhli. Rates are to be

inclusive of S.S.hinges with fastener Sleeve & alluminium fixtures

21 2.88 Providing and fixing window having extruded aluminum Colour

Smt. anodized 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. 1.06 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

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

22 135.00 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) plain grill

SBD SECTION-7 BILL OF QUANTITIES-643

23 10.80 Painting two coats including priming coat and including preparing

Smt. the surface by throughtly cleaning, oil grease, dirt and scoured

with brushes fine steel wood, scrapers and sand papers with

ready mixed priming paint brushing red lead and Painting on new

steel surfaces with synthetic enamel paint brushing to give an

even shade including cleaning the surface of all dirt, dust and

other foreign matter. 99.99 Smt.

24 24.00 Providing and laying broken chine mosaic flooring for terrace

Smt using 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 etc. as directed

25 10.00 Providing and supplying in standard length ISI mark rigid

Rmt unplasticised PVC pipes suitable for potable water with ring fit joint

including cost of rings, as per IS Specification no. 4985/1988

including all local and central taxes, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost of

jointing material etc. complete.

26 10.44 Providing and laying polished Granite tiles 18 mm thick in risers of

Smt. steps, skirting Dedo and pillars laid on 10 mm thick cement mortar

1 : 3 (1 cement : 3 course sand) and jointed with gray cement

slurry mixed with pigment to match the shade of slab including

rubbing, polishing, Moulding etc. complete. For Flooring, Doors &

Add : 5% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-644

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTUCTION WORK OF CONSTRUCTION AND INSTALLATION OF

VARIOUS COMPONENTS AND MACHINERIES AT PROPOSED SOLID WASTE MANAGEMENT SITE ON BLOCK

NO-394 AT VALSAD

13 - ENTRY GATE

Item Qty. Description Total Unit Amount

1 23.47 Excavation for foundation upto 1.5 m depth including sorting

Cmt. out and stacking of useful materials and disposing off the

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

2 3.46 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil 129.81 Cmt.

3 19.68 Earth filling in foundation trenches with available excavated earth

Cmt. including consolidation leveling etc. complete.

4 3.46 Poroviding and laying rubble for appron (each stone weighting

Cmt. not less than 40Kg.) including and packing and filing in the

interestices with quarry-spalls.

5 2.97 Providing and laying cement concrete 1:3:6 (1-Cement : 3-

Cmt. coarse sand : 6- hand broken stone aggregates 40 mmnominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

6 Providing and laying controlled cement concrete M-250 and

curing complete including the cost of formwork and excluding the

cost of reinforcement of reinforced concrete work in

a 3.74 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 0.54 -- do -- for R.C.C. Column 5916.58 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-645

c 1.49 -- do -- for Ground Beam 5831.74 Cmt.

d 5.69 -- do -- for R.C.C. Column 6039.80 Cmt.

e. 6.39 -- do -- for Beam 5723.67 Cmt.

f. 5.22 Slab 6257.96 Cmt.

g. 1.74 -- do -- for Fins 12473.50 Cmt.

3950.00 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for

Kgs. R.C.C.work including bending, binding and placing in position

complete upto floor two level.(upto 10 ton)

8 1.47 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge. 4295.99 Cmt.

9 205.76 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

10 205.76 Finishing wall with Weather Proof Acrylic Exterior Emulsion Paint

Smt. on wall surface (two coats) to give and required shape even

shade and of approved brand and manufacturer after throughly

brushing the surface to remove all dirts, and remians of loose

powdered materials etc. complete.

11 6.96 Filling in foundation and plinth with brick Bats Chhara in layers of

Cmt 20cm. thickness including watering, remming and consolidating

SBD SECTION-7 BILL OF QUANTITIES-646

VALSAD MUNICIPALITY, VALSAD

NAME OF WORK :- ESTIMATE FOR CONSTUCTION WORK OF CONSTRUCTION AND INSTALLATION OF

VARIOUS COMPONENTS AND MACHINERIES AT PROPOSED SOLID WASTE MANAGEMENT SITE ON

BLOCK NO-394 AT VALSAD

014 - PUMP ROOM

Item Qty. Description Total Unit Amount

1 36.14 Excavation for foundation upto 1.5 m depth including sorting

Cmt. out and stacking of useful materials and disposing off the

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

2 6.24 Excavation for foundation for depth from 1.5 m to 3.0 m

Cmt. including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil

3 24.28 Earth filling in foundation trenches with available excavated

Cmt. earth including consolidation leveling etc. complete.

4 17.55 Filling in foundation and plinth with murrum or selected soil in

Cmt layers of 20cm. thickness including watering, ramming and

consolidating etc. complete

5 6.24 Poroviding and laying rubble for appron (each stone weighting

Cmt. not less than 40Kg.) including and packing and filing below the

6 8.72 Providing and laying cement concrete 1:3:6 (1-Cement : 3-

Cmt. coarse sand : 6- hand broken stone aggregates 40 mmnominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

SBD SECTION-7 BILL OF QUANTITIES-647

7 27.00 Carring out plinth treatment to post construction / existing

Smt. structure by spraying chemical solution for termite control

treatment including labour and material consistment with I.S.I

specification. Using Chlordene and Chiorpurfiles 20 EC. As Per

Consentration Weight one percent is recommended i.e one litre

20 EC chemical emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication at the rate of

5 Litre chemical / Sqm of surface is recommended as per I.S

8 Providing and laying controlled cement concrete M-250 and

curing complete including the cost of formwork and excluding

the cost of reinforcement of reinforced concrete work in

a 5.70 -- do -- for R.C.C. Column Footing 4532.88 Cmt.

b 1.07 -- do -- for R.C.C. Column 5916.58 Cmt.

c 2.61 -- do -- for Ground Beam 5831.74 Cmt.

d 3.65 -- do -- for R.C.C. Column 6039.80 Cmt.

e 0.92 -- do -- for R.C.C.Lintel 7533.59 Cmt.

f 1.59 -- do -- for R.C.C.Chajjah 7533.59 Cmt.

g 2.77 -- do -- for Beam 5723.67 Cmt.

h 5.17 -- do -- for Base Slab 4627.82 Cmt.

i 2.06 -- do -- for Slab 6257.96 Cmt.

3280.00 Providing T.M.T. Bar Fe 500 / 500-D reinforcement for

Kgs. R.C.C.work including bending, binding and placing in position

complete upto floor two level.(upto 10 ton)

SBD SECTION-7 BILL OF QUANTITIES-648

10 9.22 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

11 26.90 Brick work using common burnt building bricks having crushing

Cmt. strngth not less than 35 Kg./cm2 in super structure for Ground

Floor in C.M. (1:6) (1 Cement, 6 fine sand) racking out joints

curring etc. complete directed by Engineer-in-charge.

12 31.80 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm

Smt (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand)

on new surface or fixing on existing flooring by adhesive material

including dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for light shade

13 97.83 Providing 15 mm. thick cement plaster in single coat on Rough

Smt. (similar) side of single or half brick walls for interior plastering

upto floor two level and finished even and smooth in. (II) cement

mortar 1 : 4 (1 cement : 4 sand) Extra over item 58 to 64 for

finishing with a floating coat of neat cement slurry. (upto 10 ton)

14 61.02 Providing 10mm thick cement plaster in single coat on ceilings

Smt. and soffits of stairs for interior plastering and finished even and

smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand) and

finishing with a floating coat of neat cement slurry for all floors.

15 138.84 Providing 20 mm thick sand faced cement plaster on wall upto

Smt. height 10 meters above ground level consisting of 12mm 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.

16 158.85 Applying two coats of Birla or Asian acrylic lappy (putty) and two

Smt. coats of primer of approved brand and manufacture on new wall

surface to give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign matter and

sand Papered smooth. 40.59 Smt.

SBD SECTION-7 BILL OF QUANTITIES-649

17 158.85 Distempering (Three Coat) with oil bound washable distemper of

Smt. approved brand and manufacture and of required shade on wall

surfaces to give and even shade over and including a primer

coat with alkali resistance primer of approved brand after

throughly brushing the surface to give and even shade free from

foreign matter and also including preparing the surface even and

18 138.84 Finishing wall with Weather Proof Acrylic Exterior Emulsion

Smt. Paint on wall surface (two coats) to give and required shape

even shade and of approved brand and manufacturer after

throughly brushing the surface to remove all dirts, and remians

of loose powdered materials etc. complete.

19 2.52 Provoding and fixing flush door shutters, solid core construction

Smt. with frame of first class hardwood with cross board and face

veneer or plywood face panels, including anodised alluminium

butt hinges with necessary screws. (B) Non-decorative type and

block board core anodised alluminium butt hinges in flush door

shutters (2) 35 mm thick.

20 5.76 Providing and fixing window having extruded aluminum Colour

Smt. anodized 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. 1.06 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

21 2.52 Providing and fixing rolling shutters of approved make made of

Smt. 80 mm wide M.S. laths inter-locked together through their entire

length and jointed together at the ends by end locks mounted on

specially designed pipe shaft with bracket plates, guide channels

and arragements for inside and outside locking with push-pull

operation including the cost of hood cover and spring etc.

complete.(A) Shutters having width below 3.5 M.

SBD SECTION-7 BILL OF QUANTITIES-650

22 207.00 Providing and fixing M. S. grills of requried pattern to wooden

Kgs. frames of window etc. with M. S. flats at requried spacings and

frame alround square or round bars with round headed bolts and

nuts or by screws. (A) plain grill

23 15.84 Painting two coats including priming coat and including

Smt. preparing the surface by throughtly cleaning, oil grease, dirt and

scoured with brushes fine steel wood, scrapers and sand papers

with ready mixed priming paint brushing red lead and Painting

on new steel surfaces with synthetic enamel paint brushing to

give an even shade including cleaning the surface of all dirt,

dust and other foreign matter.

24 32.32 Providing and laying broken chine mosaic flooring for terrace

Smt using 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 etc. as directed

25 12.00 Providing and supplying in standard length ISI mark rigid

Rmt unplasticised PVC pipes suitable for potable water with ring fit

joint including cost of rings, as per IS Specification no.

4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading,

conveyance to the departmental stores and including cost of

jointing material etc. complete.

26 18.72 Providing and laying polished Granite tiles 18 mm thick in risers

Smt. of steps, skirting Dedo and pillars laid on 10 mm thick cement

mortar 1 : 3 (1 cement : 3 course sand) and jointed with gray

cement slurry mixed with pigment to match the shade of slab

including rubbing, polishing, Moulding etc. complete. For

Flooring, Doors & Windows Edges.

27 4.10 Purchasing & supplying at site of works with railway freight,

Rmt. loading, unloading, carting etc. complete such as joints,

channels, angle irons, rails etc. complete.

M.S. Rails 200 x 100 x 6 mm size 2979.50 Rmt.

SBD SECTION-7 BILL OF QUANTITIES-651

28 0.30 Labour charges for lowering, laying, fixing various size of M.S.

M.T. sections such as joints, channels, angles, plates etc. complete.

M.S. Rails 200 x 100 x 6 mm size 2979.50 M.T.

Providing and fixing in position cowel went to pipes.(B) 75mm

30 4.00 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S.

No bar bent to shape with hooked ends to R.C.C. slab curing, laying

including painting the exposed portion of loops, all as per

standard design complete.

31 Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit

joint including cost of rings, as per IS specification no.

4985/ 1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental stores and

including cost of jointing meterial etc. complete. Note :- One

coupler / ring shall be provided with each full length pipe cost of

which is included in rates below. a) Test Pressure 10.0 Kg/cm

350.00 160mm Dia PVC Pipes. 678.72 Rmt.

45.00 110mm Dia PVC Pipes. 323.20 Rmt.

410.00 90mm Dia PVC Pipes. 215.13 Rmt.

25.00 63mm Dia PVC Pipes. 107.06 Rmt.

32 Providing and supplying at store or site of work incl. freight,

loading, unloading, stacking, insaurance & all taxes etc.

5.00 P. V. C. Tee (Moulded) - 110 x 75 mm. 341.38 Rmt.

15.00 P. V. C. Tee (Moulded) - 90 x 75 mm. 299.97 Rmt.

5.00 P. V. C. Elbow (Moulded) - 63 mm 77.77 Rmt.

20.00 P. V. C. Elbow (Moulded) - 90 mm 218.16 Rmt.

5.00 P. V. C. Reducer (Moulded) -110 x 63 mm 172.71 Rmt.

15.00 P. V. C. Reducer (Moulded) - 90 x 75 mm 111.10 Rmt.

5.00 P. V. C. Bend (Moulded) - 63 mm 119.18 Rmt.

15.00 P. V. C. Bend (Moulded) - 90 mm 321.18 Rmt.

5.00 P. V. C. Couplers 10 Kg/cm2 (Moulded) - 63 mm 52.52 Rmt.

15.00 P. V. C. Couplers 10 Kg/cm2 (Moulded) - 90mm 134.33 Rmt.

SBD SECTION-7 BILL OF QUANTITIES-652

33 20.00 Supplying following materials including all taxes and carting.

Ltrs PVC Solvent Cement/Solution.

34 316.00 Excavation for pipe line trenches for water supply, sewerage

Cmt. line, manhole etc. all with shoring and struting if required as per

required gradient and line including safety provisions using site

rails and stacking excavated stuff including up to all required

lead cleaning the site etc. complete for all lifts and strata as

specified. In all sort of soil and soft murrum. Upto 1.50 Mt.

35 Lowering, laying and jointing PVC/uPVC/cPVC pipes and

specials of following class and diameter including cost of

conveyance from stores to site of works at all level including cost

of labour, material, giving satisfactory hydraulic testing as per ISI

Code etc. comp. .

340.00 160mm Dia PVC Pipes 32.20 Rmt.

40.00 110mm Dia PVC Pipes 32.20 Rmt.

401.00 90mm Dia PVC Pipes 32.20 Rmt.

24.00 63mm Dia PVC Pipes 32.20 Rmt.

36 307.00 Refilling the pipeline trenches incl. ramming, watering,

C t consolidating desposal of surplus stuff as directed within a

radius of 3 km. 25.30 C t 7 767

37 1.00 Providing and supplying ISI mark CI D/F Sluice valves, butterfly

Nos. valves & Reflux valves of following class and diameter including

all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. Sluice valves as

per IS - 780 & 2906 / 1984. Sluice Valve ISI Mark only. A3) PN-

1.0 With hand/wheel cap operated (Alt-1 type long body).

mm dia Sluice valve. 3941.02 Nos.

38 1.00 Providing and Supplying C.I. Air valves of approved make &

Nos. quality of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete. Double Acting Air Valve. 50 MM Dia Air

SBD SECTION-7 BILL OF QUANTITIES-653

39 1.00 Lowering, laying and jointing in position following C. I. / D/F

Nos Reflux valves, Butterfly valves, Sluice valves and Air valves

including cost of all labour, jointing material, including nut bolts

and giving satisfactory hydraulic testing, etc. complete. 100mm

Dia Sluice Valve.

1.00 50mm Dia Air Valve 435.85 Nos. 435

40 2.00 Construction of valves chambers in brick or bela stone masonry,

Nos locally available in C. M. 1:6. Foundation concrete 150 mm thick

in C. C. 1:4:8 of trap metal size 25 mm to 40 mm thick, inside

cement plaster in C. M. 1:3 and cement pointing outside in C. M.

1:3 and top cover of precast RCC slab 100 mm thick (with key

hole in two parts, each with handles or MS Bar etc. complete as

given size) Upto 1 Mt. depth from G. L. to pipe invert level incl.

complete civil works but excl. cost of excavation and refilling,

with cast in situ RCC slab in one single piece with fixing of CI-

MH Frame and cover (Excluding cost of CI-MH Frame and

cover) with 23 mm thick brick masonry wall in C.M.1:6. With

Precast Slab in two parts 15 cm. Size of chamber 0.90 m x

m and 1.0 mt. deep.

41 150.00 Providing, supplying and delivery of CI Manhole frame and cover

Kgs. incl. all taxes, loading, unloading and carting upto departmental

stores etc. comp. Size 0.9 m. x 0.90 m. heavy duty - 15 ton

capacity. All Type. CI Manhole Frame & Cover.

Add : 5% for Electrical Installation Rs.

SBD SECTION-7 BILL OF QUANTITIES-654

VALSAD MUNICIPALITY, VALSAD

ESTIMATE FOR CONSTRUCTION AND INSTALLATION VARIOUS COMPONENTS AND MACHINERIES AT PROPOSE SOLID WASTE

MANAGEMENT SITE ON BLOCK NO- 394 AT VALSAD

DESCRIPTION Total Rate Unit TOTAL

Electric Driven Main Pump

supplying, Installation, Testing & Commissioning of electric driven fire

pumps suitable for automatic operation consisting Fire Fighting Pump set

with Motor KIRLOSKAR MAKE MAIN ELECTRIC PUMPSET HML MOTOR:

22KW/30HP-2P/3PH, 900 LPM@60 mtr. Make Kirloskar

Supplying, Installation, Testing & Commissioning of electric Jockey pumps

suitable for automatic operation consisting Fire Fighting Pump set with

Motor KDS 844++ 7.5 (5.5) MOC: CI- Impeller. 7.5 hp. Make :- Kirloskar

Supplying, installation, testing and commissioning of diesel engine driven

main fire pump suitable for automatic operation and consisting of

following, complete in all respects, as required: (Diesel Driven Pump)

Horizontal type, multistage, centrifugal pump of cast of iron body and

bronze impeller with stainless steel shaft, mechanical seal conforming to

IS 1520. Suitable HP, 1500 RPM water cooled with radiator, diesel engine

conforming to relevant IS standard complete with auto starting

mechanism, 12/24 volts electric starting equipment, diesel tank, exhaust

pipe extended upto 10 m outside pump house duly insulated with 50 mm

thick glass wool with 1.0 mm thick aluminium sheet cladding, residential

silencer, instruments and protection as per standard specification, stop

solenoid for auto stop in the event of fault with audio indications, painted

with post office red colour etc. as required. M.S fabricated, common base

plate, coupling, coupling guard, foundation bolts etc. as required.Suitable

cement concrete foundation duly plastered and with anti vibration pads.

(2.2) 2850 lpm at 70 m Head

Panel for fire Pumps Panel for fire Pumps Control Panel For Fire Hydrant

Pump Electric Panel For Auto System Jockey Pump and Main Pump

Common Auto Control Panel suitable for Auto operation of above

electrical pumps having ASD starter for main pump. DOL starter for Jockey

Pumps having incoming MCCB, Bus bar, Indicating Lamps Push Buttons

3 1.00 level indicator Make J&T 1,37,500 Set.

Pressure Gauges Burdon type pressure gauges With gauges cock male

wares/ Febig 0-14 Rang SS hion dia gauge with siphon waree / Febig/H.

4 1.00 Guru SS 4" Dall. Make -Baumer 2,250 nos.