Construction Work of R.C.C. Retaining Wall and Shed at Various Location at Bharuch, Dist.: Bharuch Under Swarnim Jayanti Chief Minister Urban Development Grant (Udp-88) Year-2022- 23.

NAME OF WORK :- CONSTRUCTION WORK OF R.C.C. RETAINING WALL AND SHED

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage

(should be writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender

works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 20,22,312=00 Put to Tender Rs. 20,22,312=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- SWARNIM JAYANTI CHIEF MINISTER URBAN DEVELOPMENT GRANT (UDP-88)

NAME OF WORK :- CONSTRUCTION WORK OF R.C.C. RETAINING WALL

LOCATION :- WARD NO.8, BHIDBHANJAN KHADI NEAR ROHITBHAI HOUSE, AT BHARUCH

"SCHEDULE: B-1"

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Demolition and disposal of unserviceable materials with all lead and

lift.(i) Lime concrete.

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 30.30 203.83 Cumt.

50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the 30.30 224.95 Cumt.

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

Excavation for foundation for depth from 3.0 m to 5.0 m including

sorting out and stacking of useful materials and disposing off the 40.00 303.97 Cumt.

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Providing and filling rubbles including hand packing and filling

interstices with quarry spalls behind abutments and between returns as 6.00 1064.80 Cumt.

Providing and laying controlled cement concrete M.150 for curing

complete excluding cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,Base of columns and Mass

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of columns

and Mass concrete

Providing formwork of ordinary timber planking so as to give a rough

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. (A) Foundations Footings Bases of

Columns etc. and Mass concrete.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (B) Walls, from top of foundation level upto

floor two level

Providing formwork of ordinary timber planking so as to give a rough

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 58.50 232.25 Sqm

concrete work in. (C) Vertical surface such as walls (any thickness)

partitions and the like including attached buttresses & string course &

Description Quantity Rate Per Amount

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two level.

Providing formwork of ordinary timber planking so as to give a rough

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 21.60 197.25 Sqm

concrete work in. (H) (1) Sides and soffits of Beams Beam Haunchings

cantilevers Girders Bressumers and Lintels not exceeding 1 M. in

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (D) Columns, Pillars posts and struts upto

floor two level.

Providing formwork of ordinary timber planking so as to give a rough

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. (G) Columns Pillars Posts and struts. (1) Square

Rectangular Polygonal in plan.

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

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

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

sides of foundations etc. in layers not exceeding 20 cm. in depth 12.90 130.39 Cumt.

consolidating each disposited layer by ramming and watering.

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

Providing & laying weep hole in Aburtments, and returns by using A.C.

pipe of 100mm including laying in proper grede and jointing the 28.00 82.57 Each

completed as per detailed specification.

Providing and fixing post and pipe railing as per detailed drawing

including 3 coats of painting to steel works complete.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKASH YOJANA (UDP-88) YEAR-2022-23

NAME OF WORK:- CONSTRUCTION WORK OF SHED

LOCATION :- AT WARD NO. 10 TOWER TANK PWD STOREROOM AT BHARUCH

"SCHEDULE: B-2"

PERCENTAGE RATE TENDER

Item No. & Description Qty. Rate Per Amount

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles)

and getting out the soil and disposal of the surplus excavated

soil as directed within a lead of 50 Meter for following

diameter of pipes.(iii) 300 mm

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 7.80 203.82 Cumt.

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

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

Coarse sand : 4- graded stone aggregates 20 mm nominal

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

Foundation and Plinth

Providing & Laying controlled cement concrete M-200 and

curing complete including the cost of formwork and

reinforcement for reinforced concrete work in Footing (A)

Foundation footing base of column and mass concrete

Providing & Laying controlled cement concrete M-200 and

curing complete including the cost of formwork and

reinforcement for reinforced concrete work in Beam(C) Slabs, 5.50 5972.13 Cumt.

Landings, Shelves, Balconies, Lintel, Beams, Girders and

Cantilever upto floor two level..

Providing & Laying controlled cement concrete M-200 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in Column (D)

Columns, Pillars posts and struts upto floor two level

Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 53.70 289.06 Cumt.

consolidating etc. complete.

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

including bending, binding and placing in position complete 2296.50 76.21 Kg.

upto floor two level

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation

and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

20mm thick sand faced cement plaster on walls upto height

10 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.

Item No. & Description Qty. Rate Per Amount

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all dirt,

and remains of loose powdered materials.etc complete

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

brand and manufacture on new wall surface to give an even

shade including thoroughly brushing the surface free from 77.50 40.59 Sqmt.

mortar dropping and other foreign matter and sand papered

Steel work, welded in built up sections framed work including

cutting, hoisting, fixing in position and applying a priming coat

of read lead paint. (A)In beams and joists, channels angles

Tees, flats, with connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins conneted to

common rafters and the like

Applying priming coat of over new steel and other metal

surface after and including preparing the surface by

thoroughly cleaning, oil grease, dirt and other foreign mater 132.30 34.84 Sqmt.

and scoured with brushes fine steel wool, scrapers and sand

paper with ready mixed priming paint brushing red le

Painting two coats (excluding priming coat) on new steel and

other metal surface with enamel paint, brusing interior to give

an even shade including cleaning the surface an even shade 132.30 87.81 Sqmt.

including cleaning the surface of all dirt, dust and other

foreign matter.

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

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter

with bitumen and G.I. limpet washer or G.I. limpet washer. 197.70 642.55 Sqmt.

filled with white lead complete excluding the cost of purlins,

Rafters and Trusses.(1) 0.60 mm thick sheet.

Providing ridges or hips 600 mm over all in plain G.I. sheet

class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I.

Limpet and bitumen washer complete.(1)0.80mm thick sheet.

Providing, laying and jointing in true line and level

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with

one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for

drainage system pipe line, pipe shall be jointed with each

other with rubber lubricant, pipe shall be fixed on wall using of

PVC clamp of the size 110 mm diametre x 149 mm length x 7.30 835.14 Rmt.

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

Item No. & Description Qty. Rate Per Amount

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 100.20 1043.53 Sqmt.

cement slurry including rubbing and polishing etc. complete.

(B) 30 mm thick

Total Amount Rs..

Total Amount Rs..

Consl. Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch