Construction For PickUp Stand Near Gokul University,Police Choki and Public Toilet Work Near Gokul Global University And Water Hunt At-Primary Kumar School No-7 In Rajpur at Siddhpur Nagarpalika Siddhpur

Name of Work : Construction For PickUp Stand Near Gokul University,Police Choki and Public Toilet Work Near Gokul

Global University And Water Hunt At-Primary Kumar School No-7 In Rajpur at Siddhpur Nagarpalika Siddhpur.

Memorandum showing items works to be carried out :

Item QuantitiesE Item Of Work Tendered Rate Unit Total Amount

Item QuantitiesE Item Of Work Tendered Rate Unit Total Amount

No. stimated according to

In Figure In Words

A For Work On A PickUp Stand Near Gokul University at Siddhpur Nagarpalika Siddhpur.

DESIGN AND CONSTRUCTION OF RCC PRECAST Bus Shelter (Slab

Height 2.4mt x Slab Length 5.9mt x Slab Width 2.4mt) with

Excavation for foundation in any kind of soil incl. sand, soft or hard

marum, soft or hardrock, hardened, RCC or asphalted surface 0 to

1.00 mt depth incl. dewatering if required at cost and risk of agency

incl. shoring, struting, making the bottom level and sides in plumb

incl. watering, raming and consolidating the bottom etc. incl.

removing the surplus stuff if any within all lead and lift using the

selected stuff and other required other than hard murrum for back

filling to foundation, in side trencehs and plinth as per detailed

drawing and design with Precast grade slab and precast foundations

beams including precast structural design by chartered Structural

Engineer with Precast Design and Detailing Experience of minimum

Rupees Twenty Seven

years and Construction of superstructure using Precast

COLUMNS,BEAMS, LOAD BEARING WALLS, SLABS AND NON-LOAD Thousand Seven

BEARING PARTITION WALLS to be used for making seating benches Hundred Seventy Five

as per Architect’s drawings and structural designs including casting Only

of precast structural elements under controlled environmental

controlled manufacturing facilities which comprise of fully automated

moisture controlled batching plant, casting tables, handling cranes -

fork lift, inhouse laboratory for quality control incl. provision of all

embedded Electrical & Plumbing conduits as per detailed drawing

and fixing the smooth finish (dimensional tolerance as per Indian

Standard Guidelines) for precast structural elements of M-40 or

higher grade of concrete incl. Transport to construction site, Erection

and Installation of all precast elements to form building structure as

per connection details and joint treatment provided by Precast

chartered Structural Engineer’s drawings including applying in even

shade 2 coats of Oil Bound Distemper Paint of any shade approved by

higher authority after throughly brushing the surface to clean from

B Construction of Police Choki and Public Toilet Work Near Gokul Global University at Siddhpur Nagarpalika, Siddhpur.

PART-A POLICE CHOWKI

Excavation for foundation up to 1.5 M Depth including sorting out Rupees One Hundred

1 29.00 and stacking of useful materials and disposing of the excavated stuff 128.79 Twenty Eight and Paise Cu.Mt

up to 50 meter lead (A) Loose or soft soil Seventy Nine Only

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

Rupees One Hundred

2 26.00 sides of foundations etc. in layers not exceeding 20 cm. in depth 137.47 Thirty Seven and Paise Cu.Mt

consolidation each deposited layer by ramming and watering. Forty Seven Only

Filling in foundation and plinth with murrum or selected brout for Rupees Two Hundred

3 9.00 out side soil in layers of 20 cm. thickness including watering, 273.86 Seventy Three and Paise Cu.Mt

ramming and consolidating etc. Complete. Eighty Six Only

Carring out plinth treatment to post construction / existing structure

by spraying chemical solution for termite control treatment including

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

Rupees One Hundred

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

4 28.00 124.28 Twenty Four and Paise sq.Mt

Consentration Weight one percent is recommended i.e one litre 20 EC

Twenty Eight Only

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

Filling in plinth with sand under floors including watering ramming, Rupees Four Hundred

5 3.00 429.24 Twenty Nine and Paise Cu.Mt

consolidating and dressing complete Twenty Four Only

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse Rupees Two Thousand

6 7.00 sand : 8- Crushed stone aggregates 40 mmnominal size) and curing 2749.057 Seven Hundred Forty Cu.Mt

complete excluding cost of formwork in (A) Foundation and Plinth Nine and Paise Five Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement : Rupees Three Thousand

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size) and

Two Hundred Eighty

7 6.00 curing complete including cost of formwork and excluding cost 3285.82 Cu.Mt

Five and Paise Eighty

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete Two Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size) and Rupees Six Thousand

8 3.00 curing complete including cost of formwork and excluding cost of 6449.19 Four Hundred Forty Nine Cu.Mt

reinforcement for reinforced concrete work in (D) Columns, Pillars and Paise Nineteen Only

posts and struts upto floor two level.

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and

Rupees Six Thousand

curing complete including cost of formwork and excluding

9 2.00 6201.45 Two Hundred One and Cu.Mt

reinforcement for reinforced concrete work in (B) Slabs, landing,

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Paise Forty Five Only

Brick work using common burnt clay building brick having crushing Rupees Three Thousand

Seven Hundred Eight

10 3.00 strength not less than 35 kg/sq. cm. in foundation and plinth in 3708.98 Cu.Mt

and Paise Ninety Eight

cement mortar 1:6 (1 Cement : 6 fine sand) (b) Conventional Only

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Rupees Four Thousand

11 12.00 Cement Mortar 1:6 (1- Cement : 6 -fine sand) Extra for brick work in 4004.12 Four and Paise Twelve Cu.Mt

superstructure above plinth level upto floor two level (B) Only

Conventional(upto 10 ton)

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse Rupees Four Thousand

Two Hundred Seventy

12 2.00 sand : 4- crushed stone aggregates 20 mm nominal size) and curing 4279.36 Cu.Mt

Nine and Paise Thirty Six

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

Providing and laying cement concrete work 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) and Rupees Five Thousand

curing complete including cost of formwork and excluding Eight Hundred Seventy

reinforcement for reinforced concrete work in (B) Slabs, landing, Two and Paise Eighty

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Nine Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and Rupees Six Thousand

curing complete including cost of formwork and excluding Nine Hundred Eighteen

reinforcement for reinforced concrete work in (B) Slabs, landing, and Paise Eighty Nine

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and Rupees Six Thousand

curing complete including cost of formwork and excluding Five Hundred Fifty Five

reinforcement for reinforced concrete work in (B) Slabs, landing, and Paise Sixty Eight

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Only

Providing T.M.T. Bar FE 500/500D Reinforcement for R.C.C.work Rupees Seventy Seven

16 1366.00 including bending, and placing in position complete upto floor two 77.29 and Paise Twenty Nine Kg

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 63.50 x 38.10 x 1.95 mm,@

Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x

31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size

61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding

Rupees One Thousand

shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of

17 6.00 1713.7 Seven Hundred Thirteen Sq.Mt

0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @

wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick transparent and Paise Seventy Only

bronze colour tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing to frame as

per details etc complete for window.

Providing and fixing 35 mm thick shutters for Doors, windows and Rupees Five Thousand

clerestory windows including Indian teak wood frames 12 cm x 7 cm.

Five Hundred Thirty

18 3.00 size including anodized alluminium fixtures and fastenings including 5533.68 Sq.Mt

Three and Paise Sixty

primer coat of approved quality and two coats of oil painting etc,

complete. (ii) Fully Panelled. Eight Only

Providing 10mm thick cement plaster in single coat on

brick/concrete wall for interior polastering up to floor two level and Rupees One Hundred

19 20.00 finished even and smooth with (II) cement mortar 1:3 (1 cement : 3 141.92 Forty One and Paise Sq.Mt

sand) curing etc. Completed as approved by the Architect and Ninety Two Only

Engineer-in-charge, For all floor

Providing 15mm thick cement plaster in single coat on

brick/concrete wall for interior polastering up to floor two level and Rupees One Hundred

20 52.00 finished even and smooth with (II) cement mortar 1:4 (1 cement : 4 168.87 Sixty Eight and Paise Sq.Mt

sand) curing etc. Completed as approved by the Architect and Eighty Seven Only

Engineer-in-charge,

20 mm. Thick sand faced cement plaster {GUTKA} on walls upto All

height above ground level consisting of 12 mm. Thick backing coat of

Rupees Three Hundred

c.m. 1:3 (1 cement : 3 sand) and 8 mm. Thick finishing coat of c.m. 1:1

21 109.00 330.72 Thirty and Paise Seventy Sq.Mt

(1 cement : 1 sand) etc. Completed as approved by the Architect and

Engineer-in-charge, Two Only

Providing and laying water proofing treatment with china mosaic

tiles flooring over avg 50 mm C.C. 1:2:4 bedding for maintaining slope

for plain and curve surface & 12 mm to 20 mm of broken piece not

more than 2.5CM of ceramic / glazed tiles ( one for more colour as

directed ) to be laid over cement mortar bedding of C M 1:3 (1 cement Rupees One Thousand

22 16.00 : 3 sand ) contain water proofing materials per bag of cement useas 1181.7 One Hundred Eighty One Sq.Mt

specified by manufactured and slops to be tempered to bring mortar and Paise Seventy Only

up to surface with using white cement and colour pigment including

rounding of junctions and extending them up to 15 cm along the wall

and curing with bends any patens or design as per drawing and

cleaning by using oxalic acid etc. complete.

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

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on Rupees One Thousand

new surface or fixing on existing flooring by adhesive material Four Hundred Seventy

including dismentaling of existing flooring and jointed with color Two and Paise Ninety

cement slurry including finised with flush pointing & cleaning the One Only

surface etc. complete for antiskit

Providing and fixing machine cut, free edges, pre mirror 18 mm Avg.

thick Granite Slabe One Side polished for vertical

Rupees Three Thousand

wall/Doors/Windows Sill,Jams for cladding as per design including

24 14.00 3110.8 One Hundred Ten and Sq.Mt

full moulded round inside edge and laid on 10 mm thick cement

Paise Eighty Only

mortar 1:3 ( 1 cement: 3 coarse sand) jointed with grey cement slurry

including rubbing and polishing finishing etc. complete.

Applying two coats of putty & two coats of primer of approved brand

and manufacture on new wall surface to give an even shade including Rupees Forty and Paise

thoroughly brushing the surface free from mortar dropping and other Fifty Nine Only

foreign matter and sand papered smooth.

Wall painting two coats with weather proof acralic emulsion APEX

paint of approved brand & manufacture and of required shade on

exterior wall surface to give an even shade over and including a

Rupees Eighty Eight and

26 109.00 primary coat with alkaly resistance primer of approved brand after 88.39 Sq.Mt

Paise Thirty Nine Only

throughly brushing surface to remove all dirt and remains of loose

powdered materials etc comp. for all height as approved by the

Architect and Engineer-in-charge,

Providing and fixing M.S. grills of required pattern to wooden frames

Rupees One Hundred

of windows etc. with M.S. flats at required spacings and frame

27 279.00 170.62 Seventy and Paise Sixty Kg

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

by screws. (B) ORNAMENTAL GRILL Two Only

Providing laying and jointing in true line and level following dia.

U.P.V.C. Pipe (SCH -40) line including fittings make or equivalent as

approved by Engineer In charge. Pipe shall be fixed on the wall with Rupees One Hundred

28 60.00 the help of clamp at every two meter C/C or shall be concealed as 195.67 Ninety Five and Paise nos

directed including necessary fittings etc. including testing of pipe and Sixty Seven Only

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

materials. (A) 50 mm.

Providing laying and jointing in true line and level following dia.

U.P.V.C. Pipe (SCH -40) line including fittings make or equivalent as

approved by Engineer In charge. Pipe shall be fixed on the wall with

Rupees Ninety One and

29 20.00 the help of clamp at every two meter C/C or shall be concealed as 91.84 nos

Paise Eighty Four Only

directed including necessary fittings etc. including testing of pipe and

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

materials. (A) 25 mm.

Point wiring for FAN with 2-1.5 sq.mm & earthwire of 1.5 sq.mm

(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated

multistrand copper wires, in below type of pipe erected with 6A

Modular type switch and hum free EME four or more step type

electronic fan regulator with separately mounted and accessories Rupees Six Hundred

30 2.00 with earth continuity of following type erected on PVC / 674.68 Seventy Four and Paise nos

Metallic/Wooden box, single mounting base frame covered with Sixty Eight Only

textured/metallic front plate modules erected on / in wall / ceiling as

per pipe erected. with necessary ceiling rose / H.D.Connector as

directed. (f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete Cat. III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug erected on

Rupees Four Hundred

PVC / Metallic/Wooden box covered with appropriate front plate

31 1.00 467.63 Sixty Seven and Paise nos

modules erected on / in wall / ceiling as per pipe erected with

following type of accessories.[I] For 6A Plug and 6 a switch with 2- Sixty Three Only

1.5 sq.mm Cu. Wire from nearby (h) with oval conduit /PVC casing

capping double lock type erected concealed in wall/ceiling

completeswitchboard/mcb db board

Point wiring for on board Looped Plug with 6A Modular type switch

& 5 pin socket erected on PVC / Metallic/Wooden box, single Rupees Two Hundred

32 1.00 mounting base frame covered with textured / metallic/white front 257.55 Fifty Seven and Paise nos

plate modules erected on / in wall / ceiling with following type Fifty Five Only

accessories catIII

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of pipe

to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm Rupees Fifty Six and

copper conductor FRLS PVC insulated stranded wire of green colour Paise Fifty Six Only

for earth continuity of following size (C) With oval conduit /PVC

casing capping double lock type (a) 2 wire 1.5 sq. mm

(b) 2 wire 2.5 sq. mm Rupees Eighty Two and

Paise Eighty Two Only

Providing & Erecting following Shockproof tissino type accessories

Rupees Two Hundred

erected on 3 mm thick PC (Polycarbonate) sheet in PVC/

34 1.00 219.17 Nineteen and Paise nos

Metal/Wooden Box. erected on wall/ ceiling.(14) Electronic Hum

free EME Socket Type Steps Fan Regulator Seventeen Only

FLUORESCENT TUBES Approved make fluorescent tube 120cms. Rupees Fifty One and

18/20 watt erected, if required.CATIII Paise Fifty One Only

Providing & erecting 240 V MCB double pole switch for motor &

Rupees Two Hundred

inductive load (C Curve) having 10 KA breaking capacity & confirms

36 1.00 299.97 Ninety Nine and Paise nos

to IS : 8828 in existing box having following capacity (A) 6 to

Amp.Cat.III Ninety Seven Only

Providing and erecting Approved make Ceiling fan with double ball Rupees One Thousand

bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep Five Hundred Ninety Six

complete, canopy erected on existing hook or clamp with earthing. and Paise Eighty One

[Make shall be approved by Engineer in charge] Only

Steel work, riveted in built up sections framed work including cutting,

hoisting, fixing in position and applying apriming coat of red lead Rupees Five Thousand

38 3.00 paint. (A) In beam sand joists, channels angles Tees, flats, with 5889.5 Eight Hundred Eighty Q

connecting plates or angle cleats as in main and cross beams. Hip and Nine and Paise Fifty Only

jack rafters, purlins conneted to common rafters and the like

Providing corrugated G.I. sheet of class-3 roofing fixed with

glavanished iron J or L Hooks, Bolt sand nuts 8mm dia meter with Rupees Seven Hundred

39 10.00 bitumen and G.I. limpet washer or G.I. limpet washer. filled with 734.19 Thirty Four and Paise Sq.Mt

white lead complete excluding the cost of purlins, Rafter sand Nineteen Only

Trusses.(1) 0.80 mm thick sheet.

PART-B TOILET BLOCK

Excavation for foundation up to 1.5 M Depth including sorting out Rupees One Hundred

1 22.00 and stacking of useful materials and disposing of the excavated stuff 128.79 Twenty Eight and Paise Cu.M.

up to 50 meter lead (A) Loose or soft soil Seventy Nine Only

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

Rupees One Hundred

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

2 13.00 137.47 Thirty Seven and Paise Cu.M.

consolidation each deposited layer by ramming and watering.

Forty Seven Only

Filling in foundation and plinth with murrum or selected brout for Rupees Two Hundred

3 8.00 out side soil in layers of 20 cm. thickness including watering, 273.86 Seventy Three and Paise Cu.M.

ramming and consolidating etc. Complete. Eighty Six Only

Filling in foundation and plinth with murrum or selected soil in layers of Rupees Two Hundred

4 1.00 20cm. thickness including watering, ramming and consolidating etc. complete. 273.86 Seventy Three and Paise Cu.M.

(more than 10 ton) Eighty Six Only

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse Rupees Two Thousand

5 3.00 sand : 8- Crushed stone aggregates 40 mmnominal size) and curing 2749.057 Seven Hundred Forty Cu.M.

complete excluding cost of formwork in (A) Foundation and Plinth Nine and Paise Five Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement : Rupees Three Thousand

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size) and

Two Hundred Eighty

6 4.00 curing complete including cost of formwork and excluding cost 3285.82 Cu.M.

Five and Paise Eighty

reinforcement for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete Two Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size) and Rupees Seven Thousand

7 2.00 curing complete including cost of formwork and excluding cost of 7647.07 Six Hundred Forty Seven Cu.M.

reinforcement for reinforced concrete work in (D) Columns, Pillars and Paise Seven Only

posts and struts upto floor two level.

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and

Rupees Six Thousand

curing complete including cost of formwork and excluding

8 2.00 6201.45 Two Hundred One and Cu.M.

reinforcement for reinforced concrete work in (B) Slabs, landing,

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Paise Forty Five Only

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse Rupees Four Thousand

sand : 4- crushed stone aggregates 20 mm nominal size) and curing Two Hundred Seventy

9 5.00 complete including cost of formwork in (A) Wall Caps / Coping 4279.36 Cu.M.

Nine and Paise Thirty Six

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and

Rupees Five Thousand

curing complete including cost of formwork and excluding

10 1.00 5064.36 Sixty Four and Paise Cu.M.

reinforcement for reinforced concrete work in (B) Slabs, landing,

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Thirty Six Only

Providing and laying cement concrete work 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) and Rupees Five Thousand

curing complete including cost of formwork and excluding Eight Hundred Seventy

reinforcement for reinforced concrete work in (B) Slabs, landing, Two and Paise Eighty

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Nine Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and Rupees Six Thousand

curing complete including cost of formwork and excluding Nine Hundred Eighteen

reinforcement for reinforced concrete work in (B) Slabs, landing, and Paise Eighty Nine

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Only

Providing and laying Ordinary cement concrete 1:1.5:3 (1Cement :

1.5 Coarse Sand : 3 Graded Stone aggregate 20mm nominal Size)and Rupees Six Thousand

curing complete including cost of formwork and excluding Five Hundred Fifty Five

reinforcement for reinforced concrete work in (B) Slabs, landing, and Paise Sixty Eight

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Only

Providing T.M.T. Bar FE 500D Reinforcement for R.C.C.work Rupees Seventy Seven

14 580.00 including bending, and placing in position complete upto floor two 77.29 and Paise Twenty Nine Kg.

Brick work using common Brunt clay building bricks having crushing strength Rupees Three Thousand

not less than 35 Kg./Sq.cm.. In foundation and plinth in cement mortar 1:6 Seven Hundred Eight

15 2.00 (1cement : 6 fine sand) (b) Conventional. 3708.98 Cu.M.

and Paise Ninety Eight

Brick work using common Brunt clay building bricks having crushing strength

Rupees Four Thousand

not less than 35 Kg./Sq.cm.. In super structure above plinth level upto floor

16 9.00 4004.12 Four and Paise Twelve Cu.M.

two level in cement mortar 1:6 (1cement : 6 fine sand) (b) Conventional.

Half brick masonry in common brunt clay building bricks having crushing Rupees Five Hundred

17 7.56 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 - 572.85 Seventy Two and Paise Sq.Mt.

coarse sand ) in foundation and plinth (B) Conventional

Eighty Five Only

Providing and fixing FRP frame size 125 X 65 mm and 35 mm thick

FRP shutter with wood grain raised panel design finish shutter having extra

reinforcement on sides and edges and in POLISH finish. The core of shutter is to

be filled up with injected fibre extingushing grade polyurathane foam done in Rupees Two Thousand

18 5.00 situ along with embedded wooden pieces for stiffening and also for taking 2615.04 Six Hundred Fifteen and Sq.Mt.

hinges and fixtures. The whole FRP frame and shutter is to be water proof, Paise Four Only

weatherproof, termite proof and resistance to mild acid/ Alkali resistance

including S.S. hinges with necessary screws and alluminium fixtures and

Providing and fixing standared extruded of alluminium section of size

63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605, @ Wt 1.094Kg /

Rupees One Thousand

Rmt with colour anodized alluminium frame with 5 mm thick

19 2.00 1301.82 Three Hundred One and Sq.Mt.

transparent bronze colour tinted float glass with colour anodized

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

Paise Eighty Two Only

complete for. Window

Providing and fixing 35 mm thick shutters for Doors, windows and Rupees Five Thousand

clerestory windows including Indian teak wood frames 12 cm x 7 cm.

Five Hundred Thirty

20 14.00 size including anodized alluminium fixtures and fastenings including 5533.68 Sq.Mt.

Three and Paise Sixty

primer coat of approved quality and two coats of oil painting etc,

complete. (ii) Fully Panelled. Eight Only

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

(average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on Rupees One Thousand

new surface or fixing on existing flooring by adhesive material Five Hundred Forty Six

including dismentaling of existing flooring and jointed with color and Paise Eighty Five

cement slurry including finised with flush pointing & cleaning the Only

surface etc. complete for light shade

Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers

of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-

Rupees One Thousand

22 30.00 coarse sand) and jointed with white cement slurry 1592.4 Five Hundred Ninety Sq.Mt.

Two and Paise Forty Only

Providing and laying water proofing treatment with china mosaic

tiles flooring over avg 50 mm C.C. 1:2:4 bedding for maintaining slope

for plain and curve surface & 12 mm to 20 mm of broken piece not

more than 2.5CM of ceramic / glazed tiles ( one for more colour as

directed ) to be laid over cement mortar bedding of C M 1:3 (1 cement Rupees One Thousand

23 13.00 : 3 sand ) contain water proofing materials per bag of cement useas 1181.7 One Hundred Eighty One Sq.Mt.

specified by manufactured and slops to be tempered to bring mortar and Paise Seventy Only

up to surface with using white cement and colour pigment including

rounding of junctions and extending them up to 15 cm along the wall

and curing with bends any patens or design as per drawing and

cleaning by using oxalic acid etc. complete.

Providing 15mm thick cement plaster in single coat on Rough

Rupees One Hundred

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

24 23.00 188.98 Eighty Eight and Paise Sq.Mt.

floor two level and finished even and smooth in (i) Cement mortar 1:3

(1-cement:3-sand) Ninety Eight Only

Providing 10mm thick cement plaster in single coat on

Rupees One Hundred

brick/concrete walls for interior plastering upto floor two level and

25 10.00 141.92 Forty One and Paise Sq.Mt.

finished even and smooth in (i)Cement mortar 1:3 (1-cement:3-sand)

Ninety Two Only

20 mm. Thick sand faced cement plaster {GUTKA} on walls upto

height 10 meters above ground level consisting of 12 mm. Thick Rupees Three Hundred

26 53.00 backing coat of c.m. 1:3 (1 cement : 3 sand) and 8 mm. Thick finishing 330.72 Thirty and Paise Seventy Sq.Mt.

coat of c.m. 1:1 (1 cement : 1 sand) etc. complete. Two Only

Applying two coats of putty & two coats of primer of approved brand

and manufacture on new wall surface to give an even shade including Rupees Forty and Paise

thoroughly brushing the surface free from mortar dropping and other Fifty Nine Only

foreign matter and sand papered smooth.

Wall painting two coats with weather proof acralic emulsion APEX

paint of approved brand & manufacture and of required shade on

exterior wall surface to give an even shade over and including a

Rupees Eighty Eight and

28 53.00 primary coat with alkaly resistance primer of approved brand after 88.39 Sq.Mt.

Paise Thirty Nine Only

throughly brushing surface to remove all dirt and remains of loose

powdered materials etc comp. for all height as approved by the

Architect and Engineer-in-charge,

Providing laying and jointing in true line and level following dia.

U.P.V.C. Pipe (SCH -40) line including fittings make or equivalent 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 Rupees Seventy Two and

directed including necessary fittings etc. including testing of pipe and Paise Sixty Five Only

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

materials. (A) 15 mm.

Providing laying and jointing in true line and level following dia.

U.P.V.C. Pipe (SCH -40) line including fittings make or equivalent 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 Rupees Ninety One and

directed including necessary fittings etc. including testing of pipe and Paise Eighty Four Only

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

materials. (A) 25 mm.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C.

Pipe ( SCH- 40) for cold water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent as approved by

Rupees One Hundred

Engineer In Charge. Pipe shall be fixed on the wall with the help of

31 20.00 148.12 Forty Eight and Paise Rmt.

clamp at every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe and joints Twelve Only

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

materials. (A) 40 mm.

Providing laying and jointing in true line and level following dia.

U.P.V.C. Pipe (SCH -40) line including fittings make or equivalent as

approved by Engineer In charge. Pipe shall be fixed on the wall with Rupees One Hundred

32 35.00 the help of clamp at every two meter C/C or shall be concealed as 195.67 Ninety Five and Paise Rmt.

directed including necessary fittings etc. including testing of pipe and Sixty Seven Only

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

materials. (A) 50 mm.

Providing and fixing to wall, ceiling and floor galvanised mild steel

tubes (Medium grade) of the following nominal bore, tube, fittings Rupees Seven Hundred

33 5.00 and clamps included making good the wall, ceiling and floor. (F) 50 794.18 Ninety Four and Paise Rmt.

mm. Eighteen Only

Providing and fixing to wall, ceiling and floor galvanised mild steel

tubes (Medium grade) of the following nominal bore, tube, fittings Rupees Six Hundred

34 5.00 and clamps included making good the wall, ceiling and floor. (E) 40 608.35 Eight and Paise Thirty Rmt.

Providing and fixing to wall, ceiling and floor galvanised mild steel

Rupees Four Hundred

tubes (Medium grade) of the following nominal bore, tube, fittings

35 5.00 401.95 One and Paise Ninety Rmt.

and clamps included making good the wall, ceiling and floor. (C)

Providing and fixing to wall, ceiling and floor galvanised mild steel

tubes (Medium grade) of the following nominal bore, tube, fittings Rupees Two Hundred

36 10.00 and clamps included making good the wall, ceiling and floor. (A) 15 252.49 Fifty Two and Paise Rmt.

mm. Forty Nine Only

Providing laying and jointing in true line and level 110 diameter

U.P.V.C. SWR Type B pipe confirming to IS 13592-1992 with one end

plain and other end socketed with rubbering, & fitting 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

Rupees Nine Hundred

fixed on wall using of PVC clamp of the size 110 mm diameter x

37 20.00 918.67 Eighteen and Paise Sixty Rmt.

mm length x 145 mm high at every 2000 mm center to center or shall

be concealed in walls as directed including necessary fittings such as Seven Only

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

adhesive solvent cement including cost of all materials.

Providing laying and jointing in true line and level 160 diameter

U.P.V.C. SWR Type B pipe confirming to IS 13592-1992 with one end

plain and other end socketed with rubbering, & fitting 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

Rupees Eight Hundred

fixed on wall using of PVC clamp of the size 160 mm diameter x

38 20.00 834.38 Thirty Four and Paise Rmt.

mm length x 196 mm high at every 2000 mm center to center or shall

be concealed in walls as directed including necessary fittings such as Thirty Eight Only

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

adhesive solvent cement including cost of all materials.

Providing and fixing PVC Cowl vent of following dia etc complete Rupees Nineteen and

39 2.00 as directed (A) 110 mm Dia

Paise Sixty Eight Only

Providing and fixing PVC Cowl vent of following dia etc complete Rupees One Hundred

40 2.00 as directed (B) 150 mm Dia 171.7 Seventy One and Paise No.

Providing and fixing PVC SWR Nahni Trap IS 14735 for drain -

Rupees Six Hundred

mm diameter with jali of the following nominal diameter of self

41 4.00 614.19 Fourteen and Paise No.

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

the cost of cutting and making good the walls. Nineteen Only

Providing and fixing Screw down Quarter turn bib taps of following Rupees One Hundred

42 10.00 size (A) Brass screw down Bib tap (I) 15 mm dia {Plumber, Mark, Esco 186.83 Eighty Six and Paise No.

equivalent brand} Eighty Three Only

Providing and fixing Push Type bib taps of following size (A) Brass Rupees Two Hundred

43 4.00 chromium plated Push Type Bib tap (I) 20 mm dia {Plumber, Mark, Esco 214.81 Fourteen and Paise No.

equivalent brand} Eighty One Only

Providing and fixing wash basin with pedestal of std. Height with

single hole for pillar tap with C.I or M.S brackets painted white /

Rupees Two Thousand

fixing in granite platform including cutting holes and making goods

44 1.00 2536.11 Five Hundred Thirty Six No.

the same including C.P. brass waste and waste pipes (A) Vitreous

china. including 15 mm dia Pillar tap and Stop cock (II) Flat back and Paise Eleven Only

washbasin 550 mm x 400 mm size (I) in white or colour

Providing and fixing water closet squatting pan (Indian type W.C.

Pan) size 580 mm with fixing 100 mm size 'P' or 'S' trap including

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

Rupees One Thousand

cement :1 fine sand) including providing and fixing a pair of white

Eight Hundred Ninety

45 1.00 vitreous china 250 mm x 130 mm foot rest in cement mortar 1:3 (1 1895.77 No.

cement : 3 sand) including providing and fixing G.I. inlet connection

Five and Paise Seventy

for flush pipe with W.C. pan Vitreous China lonf pattern white colour. Seven Only

Pro. & Fix. wash down water closet (European W. C. pan) with

integral "P" or "S" trap and PVC fushing cistern with fittings etc comp Rupees Eighteen

incl plastic sheet cover including jointing trap with pipe in cm 1:1 and

Thousand One Hundred

46 2.00 connecting cistern with closet & Jet spray heavy duty with S.S. 18144.65 No.

Forty Four and Paise

Braided hose 60 cm long & 2 No. 15 mm dia Stop cock (a ) Vitreous

china in white or color Sixty Five Only

Providing and fixing urinal of approved quality connecting the urinal with Rupees One Thousand

waste pipe, trap & 15 mm dia Stop cock etc. complete. (A) White earthen

47 2.00 1280.69 Two Hundred Eighty and No.

ware flat back or corner type size 430mm x 260mm x 350 mm

Paise Sixty Nine Only

Providing erecting and fixing double coated Syntex or equivalent

Rupees Three and Paise

48 1000.00 PVC. (ISI) mark water tank of reqd capacity each with all necessary fittings & 3.95 Liter

connection etc. comp on terrace.

Ninety Five Only

Providing and fixing 600 mm x 450 mm bevelled edge mirror of Rupees Eight Hundred

49 1.00 superior glass mounted on 6 mm thick A.C sheet or plywood sheet or PVC 859.41 Fifty Nine and Paise No.

framing and fixed to wooden plugs with C.P brass screw and washers. Forty One Only

Providing and fixing C.P. brass towel rail complet with C.P. brass brakets Rupees Six Hundred

50 3.00 fixed to wooden plugs with cpbrass screws ( B )600 mm X 20mm size. 616.42 Sixteen and Paise Forty No.

Providing and fixing Health Fauset Heavy duty with hook with fitting. Rupees Five Hundred

51 1.00 582.03 Eighty Two and Paise No.

Providing and fixing S.W. Gully trap with C.I. Grating brick masonary Rupees One Thousand

chamber and water tight C.I. Cover with frame of 300 mm. X 300 size (inside) Two Hundred Forty Six

52 3.00 with standard weight (I) Square mouth traps (C) 150 mm. X 100 mm size p or R 1246.92 No.

and Paise Ninety Two

Constructing brick masonary chamber for under ground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in cm. 1:5 C.I. Cover with frame (light duty) 455 mm. X 610 mm. Internal

dimensions, total weight of cover with frame to be not less than 38 Kgs. weight Rupees Three Thousand

of cover 23 Kg. and wt. of frame 15 Kg) R.C.C. top slab with 1:2:4 mix(1 cement :

53 1.00 3660.76 Six Hundred Sixty and No.

2 coarse sand : 4 graded stone aggregate 20 mm. size ) foundation concrete

1:5:10 inside plaster 15 mm. thick with cement mortar 1:3 finished smooth with

Paise Seventy Six Only

a floating coat of neat cement on walls & bed concrete etc. complete. [II] Inside

dimensions 500 mm. x 700 mm. & 450 mm. deep for pipe lines one or two.

Providing and fixing in position 300 mm high, 150 mm wide English letters

Rupees Nine Hundred

54 2.00 made from 1.0 mm thick stainless steel sheet as directed by Engineer-in-charge 909 No.

with all necessary tools & plants etc. complete.

Providing and fixing in position 150 mm high, English letters made from

Rupees Six Hundred Six

55 2.00 1.0 mm thick stainless steel sheet as directed by Engineer-in-charge with all 606 No.

necessary tools & plants etc. complete.

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug erected on

Rupees Four Hundred

PVC / Metallic/Wooden box covered with appropriate front plate

56 8.00 467.63 Sixty Seven and Paise Sq.m

modules erected on / in wall / ceiling as per pipe erected with

following type of accessories.[I] For 6A Plug and 6 a switch with 2- Sixty Three Only

1.5 sq.mm Cu. Wire from nearby (h) with oval conduit /PVC casing

capping double lock type erected concealed in wall/ceiling

completeswitchboard/mcb db board

Point wiring for on board Looped Plug with 6A Modular type switch

& 5 pin socket erected on PVC / Metallic/Wooden box, single Rupees Two Hundred

57 4.00 mounting base frame covered with textured / metallic/white front 257.55 Fifty Seven and Paise Sq.m

plate modules erected on / in wall / ceiling with following type Fifty Five Only

accessories catIII

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of pipe

to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm Rupees Fifty Six and

copper conductor FRLS PVC insulated stranded wire of green colour Paise Fifty Six Only

for earth continuity of following size (C) With oval conduit /PVC

casing capping double lock type (a) 2 wire 1.5 sq. mm

(b) 2 wire 2.5 sq. mm Rupees Eighty Two and

Paise Eighty Two Only

Providing & Erecting following Shockproof tissino type accessories

Rupees Two Hundred

erected on 3 mm thick PC (Polycarbonate) sheet in PVC/

59 2.00 209.07 Nine and Paise Seven Sq.m

Metal/Wooden Box. erected on wall/ ceiling.(14) Electronic Hum

free EME Socket Type Steps Fan Regulator Only

FLUORESCENT TUBES Approved make fluorescent tube 120cms. Rupees Fifty One and

60 6.00 18/20 watt erected, if required.CATIII

Paise Fifty One Only

Providing & erecting 240 V MCB double pole switch for motor &

Rupees Two Hundred

inductive load (C Curve) having 10 KA breaking capacity & confirms

61 1.00 299.97 Ninety Nine and Paise Sq.m

to IS : 8828 in existing box having following capacity (A) 6 to

Amp.Cat.III Ninety Seven Only

C Construction for Water Hunt At-Primary Kumar School No-7 In Rajpur At Siddhpur Nagarpalika Siddhpur

Excavation for foundation up to 1.5 M Depth including sorting out Rupees One Hundred

1 16.00 and stacking of useful materials and disposing of the excavated stuff 128.79 Twenty Eight and Paise Cu.Mt

up to 50 meter lead (A) Loose or soft soil Seventy Nine Only

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

Rupees One Hundred

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

2 9.00 137.47 Thirty Seven and Paise Cu.Mt

consolidation each deposited layer by ramming and watering.

Forty Seven Only

Filling in foundation and plinth with murrum or selected brout for Rupees Two Hundred

3 3.00 out side soil in layers of 20 cm. thickness including watering, 273.86 Seventy Three and Paise Cu.Mt

ramming and consolidating etc. Complete. Eighty Six Only

Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : Rupees Two Thousand

6 Crushed stone aggregates 40 mm nominal size) for And Excluding Nine Hundred Eighty

4 4.00 Formwork (A) Foundation and plinth. 2985.86 Cu.Mt

Five and Paise Eighty Six

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Four Thousand

5 3.00 curing complete including cost of formwork and excluding 4102.52 One Hundred Two and Cu.Mt

reinforcement for reinforced concrete work in (A) Foundations, Paise Fifty Two Only

footings, Base or columns and Mass concrete

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Seven Thousand

6 1.00 curing complete including cost of formwork and excluding 7277.06 Two Hundred Seventy Cu.Mt

reinforcement for reinforced concrete work in (D) Columns, Pillars Seven and Paise Six Only

posts and struts upto floor two level.

Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- Rupees Eight Thousand

coarse sand : 4- graded stone aggregates 20 mm nominal size) and

Five Hundred Ninety

7 1.00 finishing smooth with,curing etc. complete including the cost of 8593.80 Cu.Mt

Three and Paise Eighty

formwork but excluding the cost of reinforcement for R.C.C work in

(A) BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M Only

Providing and laying cement concrete work 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal size) and Rupees Five Thousand

curing complete including cost of formwork and excluding Eight Hundred Fifteen

reinforcement for reinforced concrete work in (B) Slabs, landing, and Paise Eighty Seven

shelves, Balconis , Lintels, Beams, Girders and Cantilever upto floor Only

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Rupees Four Thousand

9 3.00 Cement Mortar 1:6 (1- Cement : 6 -fine sand) Extra for brick work in 4004.12 Four and Paise Twelve Cu.Mt

superstructure above plinth level upto floor two level (B) Only

Conventional(upto 10 ton)(3672.26+292.22=3964.48)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including Rupees Seventy Seven

10 376.00 bending, binding and placing in position complete upto floor two level 77.29 and Paise Twenty Nine Kg

Providing 15mm thick cement plaster in single coat on Rough

Rupees One Hundred

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

11 20.00 188.98 Eighty Eight and Paise Sq.Mt

floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand) Ninety Eight Only

20mm thick sand faced cement plaster on walls upto height

metres above ground level consisting of 12mm thick backing coat of Rupees Three Hundred

12 5.00 C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 330.72 Thirty and Paise Seventy Sq.Mt

(1-cement : 1-sand) etc. complete. Two Only

Providing and laying polished Kota stone slab flooring over 20mm

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) Rupees One Thousand

13 12.00 or L.M. 1.1.5 laid over and jointed with grey cement slurry including 1114.65 One Hundred Fourteen Sq.Mt

rubbing and polishing etc. complete. (B) 30 mm thick (upto 10 ton) and Paise Sixty Five Only

Finishing wall with weather proof exterior emulsion paint on wall

Rupees One Hundred

surface (two coats) to give an required shape even shade after

14 5.00 122.14 Twenty Two and Paise Sq.Mt

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete Fourteen Only

Providing and laying Ceramic tiles 6mm thick in flooring treads of

Rupees One Thousand

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

15 21.00 1017.30 Seventeen and Paise Sq.Mt

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

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) Rupees One Hundred

16 28.00 seal for potable water of following dia. nominal bore tube fittings and 170.36 Seventy and Paise Thirty Rmt

clamps including making good the wall, ceiling and floor etc. Six Only

complete.[A] 15 mm.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) Rupees Two Hundred

17 30.00 seal for potable water of following dia. nominal bore tube fittings and 253.82 Fifty Three and Paise Rmt

clamps including making good the wall, ceiling and floor etc. Eighty Two Only

complete. [C] 25 mm.

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation (NSF) Rupees Six Hundred

18 28.00 seal for potable water of following dia. nominal bore tube fittings and 660.58 Sixty and Paise Fifty Rmt

clamps including making good the wall, ceiling and floor etc. Eight Only

complete. [F] 50mm.

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

19 6.00 screw down bib tap polished bright. (ii) 15mm dia. 186.83 Eighty Six and Paise Each

Eighty Three Only

Providing and fixing S.W. gully trap with C.I. grating brick masonry Rupees One Thousand

chamber and water tight C.I. cover with frame of 300mm x 300mm Two Hundred Ninety

20 1.00 size (inside) with standard weight.(i) Square mouth traps. (A) 1292.19 Each

Two and Paise Nineteen

100mm x 100mm size P type. Only

Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having Rupees Nine Hundred

21 1.00 weight not less than 35Kg. 958.17 Fifty Eight and Paise Each

TOTAL AMOUNT PUT TO TENDER Rs…………

TOTAL AMOUNT PUT TO TENDER Rs…………

Estimated amount Estimated amount

Put to tender Rs …1724332.00 Put to tender Rs…1724332.00

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

GM\Wv! AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0JLhGGL ALHL BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under this signature.

GM\W o Z VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL SMg8=FS8Z[ 5MTFGL ;CL SZJLP

Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions, site, moisture,

GM\Wv# o 8F\S[,F NZDF\4 :Y/GL sSFDGF VFZ\E[ VG[ 5}~ YFI T[ JBT[fNZ[S ZLT[ ;FO;}OL SZJFGM\ ;DFJ[X YFI K[4 VG[ T[ NZ TDFD 5lZl:YlT4 :Y/4 E[H4 CJFDFG JU[Z[ C[9/ SFD VD,DF\ ZC[X[P

Note : 4 To be continued on additional sheets, if found necessary.

GM\Wv$ o H~Z H6FI JWFZFGF SFU/M HM0L RF,]\ ZFBJ]\P

The Chief Officer

Siddhpur Nagarpalika