Various Repairing and Renovation work of the 200-bedded old Age Home at Brahmanitarang, Lathikata, under DMF in Sundargarh District

measured in stacks will be reduced by 20% for payment).

2. BOUNDARY WALL

R.C.C. work of M-25 grade with 20mm and down grade black hard granite (crusher broken) stone chips

OSR 36 including hosting and laying etc. all complete as per the direction of the Engineer-in-charge. (In foundation

Providing M.S reinforcement for R.C.C work including cutting, bending, and tying the grlls and placing in

OSR 37 position including cost of binding wire 18 to 22 gauge etc. complete as per the direction of the Engineer-in-

Foundation plinth & Ground floor Qntl. 0.428 6,253.00 2676.28

Fly ash bricks of 23 Cm. x 11 Cm. x 8 Cm. size having crushing strength not less than 75 Kg./Cm2 with

OSR 38 dimensional tolerance ± 2 % in cement mortar (1:6) in 230 mm thick wall, immersing the bricks for Cum. 29.67 4,308.00 127818.36

minimum 6 hrs in water before use, in Super structure as per the direction of the Engineer-in-charge .

Providing Avg. 20 mm thick cement plaster 1:4 (1 cement : 4 sand) to outside surface etc., as per the

direction of the Engineer-in-charge.

Ground floor Sqm. 807.60 214.40 173149.44

Providing and applying 2 coats with 100% acrylic emulsion paint (exterior quality) to make an even

finished surface over a coat of primer with water bound cement primer in all heights with all scaffolding

and staging charges including cost , conveyance, taxes of all materials, cost of all labours , T & P, sundries

etc. as required for the work complete.

Ground floor Sqm. 807.60 117.00 94489.20

3. RETAINING WALL

Earth work in all kind of soil within 50m, initial lead and 1.5m, initial lift including rought dressing not

OSR 41 exceeding 0.3m in depth and the earth transported by transport vehicles as directed by the Engineer-in- Cum. 531 196.70 104447.70

Filling foundation trenches and plinths with excavated materials in layers not exceeding 0.3 mtr in depth

OSR 42 including watering and ramming and dressing and levelling etc. complete as per the direction of the Cum. 159.3 132.40 21091.32

Engineer-in-charge.

Filling in foundation trenches and plinths with filling sand, well watered, compacted, dressed and leveled

to proper gradient etc., complete as per the direction of the Engineer-in-charge.

Providing and laying of P.C.C. of 1:4:8 with 4 c.m size hard granite metal in foundation trenches, under

OSR 44 floors in line level including curing and ramming etc. all complete as per the direction of the Engineer-in- Cum. 28.2 4,195.60 118315.92

R.C.C. work of M-30 grade with 20mm and down grade black hard granite (crusher broken) stone chips

OSR 45 including hosting and laying with Centering & Shuttering etc. all complete as per the direction of the

Engineer-in-charge.

Providing smooth centering & shuttering for R.C.C works including false works and dismentalling then

after casting including cost of materials complete as per the direction of the Engineer-in-charge.

Foundations, footings, bases of columns etc. for mass concrete Sqm. 1054.80 99.30 104741.64

Providing M.S reinforcement for R.C.C work including cutting, bending, and tying the grlls and placing in

OSR 47 position including cost of binding wire 18 to 22 gauge etc. complete as per the direction of the Engineer-in- Qntl. 296.66 6,253.00 1855014.98

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture

of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.

i 250 mm dia R.C.C. Hume Pipe Mtr. 15 566.00 8490.00

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab

with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size),

foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm

OSR 59 nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished

with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand

: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as

per standard design :

Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal

diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of

Digitally signed by JAYA

A.I.NO SR NO DESCRIPTION OF ITEM UNIT Rate Qty. Amount

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 No. 1 16,823.00 16823.00

5. STORM WATER DRAIN

Providing cement concrete(1:4:8) with 4cm size crusher broken black hard granite metal including cost of

all materials, labour, T&P, carriage, royalty, taxes,etc.with watering,curing all complete.

Rigid smooth centering and shuttering for R.C.C. works including false works and dismantling then after

OSR 61 casting including cost of materials , labour, conveyance, loading and unloading, taxes, royalties, scaffolding,

sundries, tools & plants etc., complete as per the direction of Engineer-in-charge.

R.C.C foundation and footing bases of columns mass concrete pre-cast slab etc sqm 210 99.30 20853.00

R.C.C work M-15 grade with 20mm and down grade black hard granite crusher broken stone chips

including hoisting and laying etc., complete as per the direction of Engineer-in-charge.

Providing M.S. reinforcement for R.C.C. work including cutting,bending,binding and tying the grills and

OSR 63 placing including cost of binding wire 18 to 22 gauge etc., complete as per the direction of Engineer-in- Qntl. 22.65 6,253.00 141630.45

15cm thick cement concrete (1:3:6) drain 75cm wide and 30cm depth including 1 2MM cement plastering

(1:3) finished smooth.

6. Building Work

Synthetic enamel painting two coats over one coat of primer on wood surface. etc.,complete as per the

direction of the Engineer-in-charge.

Providing,fixing,fabricating and erecting mild steel gate of standard steel hollow section,M.S

angle,M.S.flat,M.S.plate,M.S.bar,as per detailed drawing including all standard

fixturessuchasholdfast,washers,M.S.rod,locking arrangement, handles, stoppers, gusset plate,T-bolt

250mm long ,roller and guides needed on edge of the two leaf and erected in all respect including

transportation, cutting, operation involved with plate connectors,pinion joints etc.,rate to include one coat

primer and three coats of enamel paint to give smooth and even surface as per direction of Engg.Incharge.

(All steel hollowsection, M.S angle, M.S. flat, M.S. plate, M.S bars, etc. should be as per IS 4923 / IS 2062 to

Total Amount 18468618.02

Total Amount 18468618.02

Digitally signed by JAYA