UDP-88(2024-25) Bachat Grant

Name of Work : (1) COLOUR WORK OF DEVIDER AT DIFFERENT LOCATIONS. (2)

CONSTRUCTION OF ATAL VADI COMMON PLOT OF SHRIKRISHNA PARK. (3) Construction of

Devider FROM KRISHNAVILL PART-2 TO SCHOOL. for Deesa Nagar Palika, Deesa.

Dist.Banaskantha. UDP-88(2024-25) Bachat Grant

1 COLOUR WORK OF DEVIDER AT DIFFERENT LOCATIONS for Deesa Nagar Palika

CONSTRUCTION OF ATAL VADI COMMON PLOT OF SHRIKRISHNA PARK FOR DEESA

3 Construction of Devider FROM KRISHNAVILL PART-2 TO SCHOOL for Deesa Nagar Palika

Description Quantity Rate Per Amount

Providing 15mm thick cement plaster in single coat on Rough

(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)

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

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

other metal surface with enamel paint, brushing, interior to give

3 an even shade including cleaning the surface an even shade 1145.00 128.13 Smt

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

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 excavated stuff upto 50 Meter lead. (A) Loose

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

Coarse sand : 6- crushed stone aggregates 40 mm nominal

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

Foundation and Plinth (R.A)

Providing, laying controlled cement concrete M 250 and curing

complete including the cost of form work but excluding

6 reinforcement for reinforced concrete work in: Up to Plinth 7.78 4775.28 Cmt.

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in

8 layers of 20cm. thickness including watering, ramming and 29.14 282.07 Cmt.

consolidating etc. complete

Filling in plinth with sand under floors including watering

9 ramming, consolidating and dressing complete. 21.86 444.75 Cmt.

Providing, laying controlled cement concrete M 250 and curing

complete including the cost of form work but excluding

reinforcement for reinforced concrete work in: Up to Plinth

Level.(B) Plinth beam

Providing, laying controlled cement concrete M 200 and curing

complete including the cost of form work but excluding

reinforcement for reinforced concrete work in: Above Plinth

Level. (A) Column (i) Ground Floor

Providing and laying controlled cement concrete M-200 and

curing complete including the cost of form work but excluding

reinforcement for reinforced concrete work in:

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

13 work including bending, binding and placing in position 2065.40 72.43 Kg.

complete upto floor two all level

Description Quantity Rate Per Amount

P & L brickwork using common burnt clay building bricks

having crushing strength not less than 35 kg/sq.cm in super

structure above plinth level & all floor height in cement mortar

1:6 (B) Conventional Ground Floor

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 new surface or fixing on existing flooring by adhesive

15 material including dismentaling of existing flooring and jointed 145.72 1467.72 Sqmt

with color cement slurry including finised with flush pointing &

cleaning the surface etc. complete for antiskit (upto 10 ton)

Providing and laying polished Kota stone slab flooring over

20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-

16 coarse sand) or L.M. 1.1.5 laid over and jointed with grey 17.85 677.66 Sqmt

cement slurry including rubbing and polishing etc. complete.

(B) 30 mm thick (upto 10 ton)

Structural steel work ( Confirming to IS 49231997) riveted,

bolted or welded in builtup for all type sections, in framed work,

including cutting, hoisting, fixing in position and applying a

priming coat of approved steel primer all complete as per the

structural designs and directions of Engineer in charge.Column

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

other metal surface with enamel paint, brushing, interior to give

an even shade including cleaning the surface an even shade

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

Providing, Fixing, Installation of Self Supported Galvalume

Roofing of Proflex from M&B Engineering Ltd or Equivalent

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 0.80 mm BMT, 0.85 mm APT with tolerance of +/-

0.04 mm, Regular Modified Polyster Imported Color Coated

Galvalume Steel having Profiled width of 625 mm +/-

10mm.Design, supply, & fabrication of self supported single

19 span arch roof fabricated from mechanically seamed 118.75 1656.40 Sqm

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

specilialize and approved agency only. The rate of item is

including fitting as per standerd specification. (A) Thickness

0.80 mm BMT, 0.85 mm APT with tolerance of +/- 0.02 mm,

Coil Width 912 mm tolerance of +/- 0.04 mm, for 12.5 Mtr

Spanand length 30 mtr.( MR)

Providing & laying 15 mm. thick mala cement plaster in single

coat on fair side of brick concrete walls for interior plastering

20 and finished even & smooth plaster.(ii) Cement mortar 1:4 (1 74.00 215.65 Sqm

cement : 4 sand) Extra over item for finishing with a floating

coat of neat cement slurry. (ii) Ground Floor

Providing 20mm thick cement plaster in single coat on single or

half brick walls for interior plastering upto floor two level and

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

Applying two coats of Birla or Asian acrylic lapy ( putty) & two

coats of primer of approved brand and manufacture on new

22 wall surface to give an even shade including thoroughly 74.00 40.59 Sqm

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Description Quantity Rate Per Amount

Distempering (Two Coat ) With OIL bound distemper of

approved brand of manufactured and required shade on wall &

Ceiling surface to give and even shade over and including a

primer coat with a distemper primer of approved brand .

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

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

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

25 with bitumen and G.I. limpet washer or G.I. limpet washer. filled 58.28 734.19 Sqm

with white lead complete excluding the cost of purlins, Rafters

and Trusses.(1) 0.80 mm thick sheet.

Pre cast concrete kerbstone Providing and fixing 2.5Mpa

Grade of concrete precast exposed pimple texture finish kerb

stones of steel mould Vaccum wet pressed machine approved

make as per approved sample of any size and any type. Kerbs

shall be fixed on the 100mm thk M15 PCC foundation prepared

as per approved design. The rate shall also include for erecting

and fixing the pieces in position, cutting if required, for

complete kerb system with Half Batter /Bullnose/ square Profile

26 type of kerbs including necessary accessories of kerb like 510.00 1499.85 Rmt

radius kerb, angles and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as paper joint

without any jointing material. However cement mortar shall be

provided at the backside of kerb stone joint. (Sample must be

approved) Cost of excavation, base PCC, side filling shall be

paid including item as directed engineer - incharge. (b)

Supplying and stacking of good earth at site including royalty

and carriage upto 5 km lead complete (earth measured in

stacks will be reduced by20% for payment).Horiculture s.o.r

Flexible Median Marker : Providing and Fixing of Flexible

Median Marker that are made of tough, high impact resistant,

injection-molded, thermoplastic body with property of flexibility

to provide high durability. The dimension of Flexible Median

Marker should not exceed 18.4 cm in height(including shank

height),12.5 Cm in width. ,0.65 cm in thickness and shank

depth shall be 3.4 cm The body structure shall be rounded at

all its corners and edges. The plastic used for molding the

Flexible Median Marker should survive impact load of 5kg

continuously for 750 times at room temperature. The logo of

the manufacturer shall be embossed on either side of the body

in the injection molding process. The Median Marker shall have

flame like shaped body with, fluorescent yellow color retro-

reflective sheeting of size not less than 90 Cm square, with

fully reflective micro prismatic cube corners as its retro-

reflective elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retroreflective

sheeting shall be one or both sides of the Flexible Median

Marker and shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting damage,

etc. The Flexible Median Marker shall be fixed by a

combination of epoxy adhesive and grouting as recommended

by manufacturer and Engineer in charge.(SOR 2024-25,Chap-

26,Item no,26093A, 20.1 Page No 221)

Description Quantity Rate Per Amount

Informatory Signs :-Providing and fixing sing boards made out

of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the

design of IRC-67-1977 pre treated with phospheting process &

acid teching; coated with one coat of epoxyprimer and two

coats of best qualityepoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from suitable sizeiron

angle of 35 x 35 x 3mm75x75x6mm as required; painted with

29 best qualityepoxy coatings in black and whitebends. the details 1.00 3856.90 nos.

of symbol for eachboard shall details of symbol for eachboard

shall be as per the instruction ofengineer in charge. The fixing

at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for

each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer

Grade(VR)...(SOR 2024-25,Chap-26,Item no,26164, 20.1 Page

Cautionary Warning Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 x 90 x 90 cms. equilateral triangle as

per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;reflectorised with

Micro Prismatic Grade retro refiectivesheeting of Type-11 as

per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of

35 x 35 x 3mm; painted with bestquality epoxy coatings in

30 black and white bends. The details of symbol foreach board 1.00 5077.27 nos.

shall be as per theinstruction of engineer in charge. The fixing

at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 10 years for

the Retro reflective sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be submitted by

contractor. (A) Class-C Type-11 Retro Reflective

sheeting.(SOR 2024-25,Chap-26,Item no,26092C, 20.1 Page

Total Amount Rs.

Total Amount Rs.