Construction of Krushak Bazar Shed with Electrification at Bhejaput, Damanjodi, Koraput

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION

AT BHEJAPUT, DAMANJODI, KORAPUT

ABSTRACT OF COST

Sl.No. Description on item

SCHEDULE NON SCHEDULE

AMOUNT (in AMOUNT (in

1 UPGRADATION OF KRUSHAK BAZAR

A Building Work

I. MARKET SHED

a. Cost of civil work 79.99 38.70

b. Cost of internal electrical works 1.99 2.29

II. TOILET BLOCK

a. Cost of civil work 23.78 0.14

b. Cost of internal plumbing works 2.70 0.26

c. Cost of internal electrical works 0.99 0.27

B Development Work 55.86 11.09

Sub Total (A+B) 165.31 52.75

G. Total (in Lakhs) 218.06

Digitally signed by JAYA

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION AT BHEJAPUT, DAMANJODI, KORAPUT

ABSTRACT OF COST CIVIL WORK (with proflex system )

SCHEDULE SCHEDULED NON-SCHEDULED

S.No DESCRIPTION OF ITEM DSR-2023 QUANTITY UNIT SCHEDULED

D RATES AMOUNT AMOUNT

DSR-2023 NON DSR

1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm

on plan) including getting out and disposal of excavated earth, lead up to 50m

and lift up to 1.5m,as directed by Engineer-in-Charge.All kinds of soil

2 Excavating, supplying and filling of local earth (including royalty) by mechanical

transport up to a lead of 5 km, also including ramming and watering of the earth

in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.,

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

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

4 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. 2.27 38.480 CUM 2123.75 81,721.90

5 Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement :

4 coarse sand (zone-III) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

6 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from

natural sources : 10 graded stone aggregate 40 mm

nominal size derived from natural sources) 4.1.10 40.830 CUM 6518.60 2,66,154.44

7 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3

coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate

20 mm nominal size derived from natural sources) over 75mm thick bed of dry

brick ballast 40 mm nominal size, well rammed and consolidated and grouted

with fine sand, including necessary excavation leveling & dressing & finishing the

8 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt

clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with

cement mortar 1:4 (1 cement : 4 fine sand). 6.44 88.700 Rmt 59.45 5,273.22

9 Providing and laying in position machine batched and machine mixed design mix

M-25 grade cement concrete for reinforced cement concrete work, using cement

content as per approved design mix, including pumping of concrete to site of

laying but excluding the cost of centering, shuttering, finishing and

reinforcement, including admixtures in recommended proportions as per IS:

9103 to accelerate, retard setting of concrete, improve workability without

impairing strength and durability as per direction of Engineer-in-charge. “ (Note

:- Cement content considered in this item is @ 330 kg/cum. “ Excess/ less

cement used as per design mix is payable/recoverable separately).

(i) Upto plinth level 5.33.1 -

Concrete of M25 grade with minimum cement

content of 330 kg /cum 5.33.1.1 -

(iii) R.C.C. work in Columns- 5.33.1.1 8.320 CUM 9504.75 79,079.52

(II) All works above plinth level upto floor V level 5.33.2 -

(i) Concrete of M25 grade with minimum cement content of 330 kg /cum

(ii) Concrete of M25 grade with minimum cement content of 330 kg /cum

10 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete Thermo-Mechanically Treated bars of

grade Fe-500D or more. -

(ii) Above plinth level. 5.22A.6 77.190 QTL 10785.00 8,32,494.15

11 Centering and shuttering including strutting, propping etc. and removal of form

for all heights : -

(a) Foundations, footings, bases of columns, etc. for mass concrete. 5.9.1 36.800 SQM 392.15 14,431.12

(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with water

(c) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 188.160 SQM 961.30 1,80,878.21

(d) Edges of slabs and breaks in floors and walls

12 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6

13 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2 11.040 CUM 9105.95 1,00,529.69

14 15 mm cement plaster on rough side of single or half brick wall of mix:

15 Finishing walls with textured exterior paint of required shade :

New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including

priming coat of exterior primer applied @ 2.20kg/10 sqm 13.45.1 178.400 Sqm 223.60 39,890.24

16 Wall painting with premium acrylic emulsion paint of interior grade, having VOC

(Volatile Organic Compound ) content less than 50 grams/ litre of approved

brand and manufacture, including applying additional coats wherever required to

achieve even shade and colour.

17 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)

trusses etc., including cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer, including welding and bolted with special shaped

washers etc. complete. Hot finished seamless type tubes 10.16.2 3205.001 KG 206.35 6,61,351.86

18 Finishing with Epoxy paint (two or more coats) at all locations prepared and

applied as per manufacturer’s specifications including appropriate priming coat,

preparation of surface, etc.complete.

19 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless

steel nuts and bolts complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of required size, on the

top of the floor or the side of waist slab with suitable arrangement as per

approval of Engineer-in-charge.

20 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed

with grey cement slurry mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) : 25 mm thick 11.26.1 725.990 SQM 1948.25 14,14,410.02

Digitally signed by JAYA

21 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on

12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and

jointed with grey cement slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete. 11.27 0.900 SQM 2354.70 2,119.23

22 Designing (i/c cost of design vetting from reputed IIT, NIT or equivalent Govt.

Engineering College), fabricating, testing, supplying, erection and fixing in

position Self Supported Truss less ROOFING SYSTEMS at roof level of the

structure for all heights and all levels, having the following specifications

Material Specification BM : Imported /Colour Coated Galvalume BMT : 1.0 mm

to 1.6 mm ; APT: 1.05 mm to 1.65 mm Tolerance : +-0.04mm WIDTH : 912mm

; Tolerance : +-4mm YST (Yield strength): 350 Mpa Coating: AZ 150 GSM.

Colour : as directed by the Engineer- in-Charge The scope of work shall be

including: (a) Structural analysis & design and preparation of shop drawings for

the specified design loads conforming to IS Code (the system must passe the

proof test at 1.5 times design wind pressure without any failure i/c Design

vetting. (b) Consumables Anchors, Fasteners, Washers, Epoxy Paint, Lacer,

Rubber Paint etc (c) Fabricating and supplying Hangers for electrical wiring

fitments as per the drawing (d) Making provision for drainage system to make it

watertight, providing suitable gutter profiles at bottom (if required). This item

includes cost of all inputs of designing, labour for fabricating and installation of

Self Supported Truss less Roofing System, T&P, scaffolding and other incidental

charges including wastages etc., enabling temporary structures and services,

cranes or cradles etc. as described above and as specified. The item includes

the cost of getting all the structural and functional design including shop

drawings checked by a structural designer, dully approved by the Engineer In-

charge. The item also includes the cost of all mock ups field tests on the

assembled working system as specified, cleaning and protection till the handing

over of the building for occupation. In the end, the Contractor shall provide a

water tight roofing system with all the performance characteristics etc. all

complete as required, as per the Architectural drawings, as per item description,

as specified, as per the approved shop drawings and as directed by the MR 1190.00 SQM 3,252.00 - 38,69,880.00

23 Engineer- in-Charge.(Mode

Providing and fixing on wallof face

Measurment shall be PVC

unplasticised-Rigid the covered

rain waterarea of

conforming to IS: 13592 Type A including jointing with seal ring conforming to

IS: 5382 leaving 10mm gap for thermal expansion. 110 mm.

24 Providing and fixing unplasticised-PVC pipe clips of approved design to

unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs,

screwed with MS screws of required length including cutting brick work and

fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the

25 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1

26 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade. New work (Two or more coats applied @ 1.43 ltr/

10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/

27 Providing and applying white cement based putty of average thickness 1 mm, of

approved brand and manufacturer, over the plastered wall surface to prepare

the surface even and smooth complete. 13.80 108.000 SQM 156.05 16,853.40

Cost of Vendor Platform (35 Nos.) -

Excavation work by mechanical means (Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),

1 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated soils as

directed, within a lead of 50 m.

all kinds of soil 2.8.1 79.80 CUM 260.30 20,771.94

Excavating, supplying, stacking and filling of local earth (including royalty) by

2 mechanical transport upto a lead of 5km also including ramming and watering of

the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of

foundation etc. complete for all lift. 2.25a 52.85 CUM 700.50 37,021.43

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

3 foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. 2.27 7.70 CUM 2123.75 16,352.88

Providing and laying in position cement concrete of specified grade excluding the

cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement :

5 4 coarse sand (zone-III) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

Brick work with common burnt clay F.P.S. (non modular) bricks of class

6 designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed

7 with grey cement slurry mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) : 25 mm thick 11.26.1 75.60 SQM 1948.25 1,47,287.70

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on

8 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and

jointed with grey cement slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete. 11.27 126.000 SQM 2354.7 2,96,692.20

SAY IN LACS 79.99 38.70

Digitally signed by JAYA

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION AT BHEJAPUT, DAMANJODI, KORAPUT

ELECTRICAL WORKS

SCHEDULE SCHEDULED

S.N. DSR-2025 DESCRIPTION OF ITEM QUANTITY UNIT SCHEDULED SCHEDULED

D RATES AMOUNT

DSR-2025 NON DSR

1 1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell

point with 1.5 sq.mm FRLS PVC insulated copper conductor

single core cable in surface / recessed steel conduit, with

piano type switch, phenolic laminated sheet, suitable size MS

box and earthing the point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable etc. as required.

2 1.7 Wiring for circuit/ submain wiring alongwith earth wire with

the following sizes of FRLS PVC insulated copper conductor,

single core cable in surface/ recessed steel conduit as

3 2.4 Supplying and fixing following way, horizontal type three pole

and neutral, sheet steel, MCB distribution board, 415 V, on

surface/ recess, complete with tinned copper bus bar, neutral

bus bar, earth bar, din bar, interconnections, powder painted

including earthing etc. as required. (But without

MCB/RCCB/Isolator)

4 2.10.1 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA,

“C”curve, miniature circuit breaker suitable for inductive load

of following poles in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

5 M.R. Supply, Installation and Commisioning LED Flood Light 40W

with Wall Bracket and all necessary fittings required. 10.00 Nos 7,555.00 75,550.00

6 M.R. Supplying, installation, testing, and commissioning of

20W/22W Double Batten IP65 LED Tube Light Fixture,

suitable for hanging suspension, including GI suspension

rod/bracket, clamps, complete wiring connection to existing

point with PVC insulated copper wire, testing and

commissioning. The fixture shall be industrial-grade,

weatherproof, and suitable for outdoor/railway/bus platform

7 M.R. Supply, Installation and Commisioning of Industrial Air

Circulatin High Speed Wall Fan 24" 250 Watt. 8.00 Nos 14,500.00 1,16,000.00

SAY IN LACS 1.99 2.29

Digitally signed by JAYA

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION AT BHEJAPUT, DAMANJODI, KORAPUT

ABSTRACT OF COST

DSR- SCHEDULED SCHEDULED

S.N. DESCRIPTION OF ITEM QUANTITY UNIT SCHEDULED SCHEDULED

2023 RATES AMOUNT

1 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan), including dressing of

sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m. All kinds of soil.

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

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

depth,consolidating each deposited layer by ramming and

watering, lead upto 50 m and lift upto 1.5 m. 2.25 43.610 CUM 196.00 8,547.56

3 Supplying and filling in plinth with sand under floors, including

watering, ramming,consolidating and dressing complete. 2.27 6.670 CUM 2123.75 14,165.41

4 Excavating, supplying and filling of local earth (including royalty)

by mechanical transport up to a lead of 5 km, also including

ramming and watering of the earth in layers not exceeding 20 cm

in trenches, plinth, sides of foundation etc., complete.

5 Supplying chemical emulsion in sealed containers including

delivery as specified.

Chlorpyriphos/ Lindane emulsifiable concentrate of 20%. 2.34 36.600 Ltr. 234.75 8,591.85

6 Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL anti-termite treatment (excluding the cost of

chemical emulsion): Treatment of soil under existing floors using

chemical emulsion @ one litre per hole, 300 mm apart including

drilling 12 mm diameter holes and plugging with cement mortar

1:2 (1 cement: 2 Coarse sand) to match the existing floor:

With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

B Concrete Work -

7 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work up to

plinth level:1:4:8 (1 cement : 4 coarse sand (zoneIII)derived from

natural sources : 8 graded stone aggregate 40 mm nominal size

derived from natural sources) 4.1.8 13.120 CUM 6812.00 89,373.44

8 Providing and laying damp-proof course 40mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from

natural sources : 4 graded stone aggregate 12.5mm nominal size

derived from natural sources) 4.10 10.890 SQM 410.85 4,474.16

9 Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturer's per

specification. 50kg

10 Providing & applying a coat of residual petroleum bitumen of grade

of Vg-10 of approved quality using 1.7 kg per square metre on

damp proof course after cleaning the surface with brushes and

finally with a piece of cloth lightly soaked in kerosene oil.

11 Making plinth protection 50mm thick of cement concrete 1:3:6 (1

cement : 3 coarse sand (zone-III) derived from natural sources :

6 graded stone aggregate 20 mm nominal size derived from

natural sources) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine

sand, including necessary excavation, levelling & dressing &

finishing the top smooth.

12 Brick edging in full brick width and half brick depth including

excavation refilling and disposal of surplus earth lead upto 50

metres. With common burnt clay F.P.S.(non modulur) bricks of

class designation 75 16.7.1 38.560 RM 194.30 7,492.21

C Reinforced Cement Concrete -

13 Centering and shuttering including strutting, propping etc. and

removal of form for all heights : -

(a) Foundations, footings, bases of columns, etc. for mass concrete.

(b) Suspended floors, roofs, landings, balconies and access platform

with water proof ply 12 mm thick 5.9.20 63.10 SQM 1028.40 64,892.04

(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers

with water proof ply 12 mm thick 5.9.21 91.91 SQM 841.95 77,383.62

(d) Columns,Pillars, Piers, Abutments, Posts and Struts. 5.9.6 55.80 SQM 961.30 53,640.54

(e) Edges of slabs and breaks in floors and walls Under 20 cm wide.

(f) Weather shade, Chajjas, corbels etc., including edges 5.9.19 7.80 SQM 951.10 7,418.58

14 Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto

plinth level. Thermo-Mechanically Treated bars of grade Fe-500D

15 Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete

above plinth level. Thermo-Mechanically Treated bars of grade

16 Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections. 5.30 80.490 RM 78.40 6,310.42

17 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of

concrete to site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement

content in design mix shall be payable separately. In case the

in design mix is more than 110% of the specified minimum cement

content, the contractor shall have discretion to either re-design

the mix or bear the cost of extra cement. 5.33 -

Digitally signed by JAYA

DSR- SCHEDULED SCHEDULED

S.N. DESCRIPTION OF ITEM QUANTITY UNIT SCHEDULED SCHEDULED

2023 RATES AMOUNT

(I) All works upto plinth level 5.33.1 -

Concrete of M25 grade with minimum cement content of

(i) R.C.C. work in foundation 5.33.1.1 9.07 CUM 9504.75 86,208.08

(iii) R.C.C. work in Columns/walls 5.33.1.1 1.78 CUM 9504.75 16,918.46

(II) All works above plinth level upto floor V level 5.33.2 -

Concrete of M25 grade with minimum cement content of

(iv) R.C.C. work in Columns/walls 5.33.2.1 3.24 CUM 9860.40 31,947.70

D Masonry Work -

18 Half brick masonry with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in superstructure above plinth level

up to floor V level.Cement mortar 1:4 (1 cement :4 coarse

19 Extra for providing and placing in position 2 Nos 6mm dia. M.S.

bars at every third course of half brick masonry. 6.15 47.00 SQM 104.80 4,925.60

20 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in superstructure above plinth level up to

floor V level in all shapes and sizes in :Cement mortar 1:6 (1

21 Brick work with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 in foundation and plinth in: Cement mortar

E Cladding Work -

Providing and fixing 18 mm thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms,

vanity counters, window sills , facias and similar locations of

required size, approved shade, colour and texture laid over 20 mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints

treated with white cement, mixed with matching pigment, epoxy

touch ups, including rubbing, curing, moulding and polishing to

edges to give high gloss finish etc. complete at all levels.

24 Providing edge moulding to 18mm thick marble stone counters,

Vanities etc. including machine polishing to edge to give high gloss

finish etc. complete as per design approved by Engineer-in-

25 Extra for fixing marble /granite stone over and above

corresponding basic item, in facia and drops of width upto 150 mm

with epoxy resin based adhesive including cleaning etc. complete.

26 Extra for providing opening of required size & shape for wash

basins/ kitchen sink in kitchen platform, vanity counters and

similar location in marble/Granite/stone work including necessary

holes for pillar taps etc. including moulding, rubbing and polishing

of cut edges etc. complete. 8.5 8.00 EACH 978.70 7,829.60

27 Providing and fixing stone slab with table rubbed, edges rounded

and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in

urinal partitions by cutting a chase of appropriate width with chase

cutter and embedding the stone in the chase with epoxy grout or

with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 6 mm nominal size)

as per direction of Engineer-in-charge and finished smooth.

Granite Stone of approved shade

F Wood and PVC Work -

28 Providing and fixing ISI marked flush door shutters conforming to

IS : 2202 (Part I) non-decorative type, core of block board

construction with frame of 1st class hard wood and well matched

commercial 3 ply veneering with vertical grains or cross bands and

face veneers on both faces of shutters:35 mm thick including ISI

marked Stainless Steel butt hinges with necessary screws

29 Extra for providing lipping with 2nd class teak wood battens 25

mm minimum depth on all edges of flush door shutters (over all

area of door shutter to be measured). 9.23 17.020 SQM 462.35 7,869.20

30 Providing and fixing M.S. grills of required pattern in frames of

windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

Providing and fixing oxidised M.S. casement stays (straight peg

type) with necessary screws etc. complete. -

31 250 mm weighing not less than 150 gms 9.68.2 10.00 NOS 61.05 610.50

32 Providing and fixing aluminium hanging floor door stopper ISI

marked anodised (anodic coating not less than grade AC 10 as per

IS : 1868) transparent or dyed to required colour or shade with

necessary screws etc. complete. Twin rubber stopper

33 Providing & Fixing decorative high pressure laminated sheet of

plain / wood grain in gloss / matt/ suede finish with high density

protective surface layer and reverse side of adhesive bonding

quality conforming to IS : 2046 Type S, including cost of adhesive

of approved quality. 1.0 mm thick 9.127.2 34.020 SQM 897.30 30,526.15

34 Providing and fixing bright /matt finished Stainless Steel handles

of approved quality & make with necessary screws etc all

35 Providing & fixing Stainless steel sliding door bolts ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade with nuts

and screws etc complete. (a) 250mm x 16mm . M.R. 10.000 NOS 560.00 5,600.00

36 Providing and fixing stainless steel towerbolts (barrel type) with

necessary screws etc. complete. -

Digitally signed by JAYA

DSR- SCHEDULED SCHEDULED

S.N. DESCRIPTION OF ITEM QUANTITY UNIT SCHEDULED SCHEDULED

2023 RATES AMOUNT

37 Providing and fixing factory made ISI marked steel glazed doors,

windows and ventilators, side /top /centre hung, with beading and

all members such as F7D,F4B, K11 B and K12 B etc. complete of

standard rolled steel sections, joints mitred and flash butt welded

and sash bars tenoned and riveted, including providing and fixing

of hinges, pivots, priming coat of approved steel primer, but

excluding the cost of other fittings,glass panes complete all as per

approved design, (sectional weight of only steel members shall be

measured for payment).

Fixing with 15x3 mm lugs 10 cm long embedded in cement

concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size)

38 Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories &

stainless steel dash fasteners , stainless steel bolts etc., of

required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-in-charge.

39 Providing and fixing pressed steel door frames conforming to IS:

4351, manufactured from commercial mild steel sheet of 1.60 mm

thickness, including hinges, jamb, lock jamb, bead and if required

angle threshold of mild steel angle of section 50x25 mm, or base

ties of 1.60 mm, pressed mild steel welded or rigidly fixed

together by mechanical means, including M.S. pressed butt hinges

2.5 mm thick with mortar guards, lock strike-plate and shock

absorbers as specified and applying a coat of approved steel

primer after pre-treatment of the surface as directed by Engineer-

40 Fixing withand

Providing adjustable lugs with

fixing M.S. split end

Tubular tail to

frames foreach jamb.

doors, windows,

ventilators and cupboard with rectangular/ L-Type sections, made

of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded

finish, with profiles of required size, including fixing of necessary

butt hinges and screws and applying a priming coat of approved

Fixing with 15x3 mm lugs 10 cm long embedded in cement

concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse

sand : 6 graded stone aggregate 20 mm nominal size)

41 Providing & fixing glass panes with putty and glazing clips in steel

doors, windows, clerestory windows, all complete with : 4.0 mm

thick glass panes. 10.30.1 3.960 SQM 1064.65 4,216.01

42 Providing & fixing UV stabilised fiberglass reinforced plastic sheet

roofing up to any pitch, including fixing with polymer coated ‘J’ or

‘ L ’ hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers

complete but excluding the cost of purlins, rafters, trusses etc. The

sheets shall be manufactured out of 2400 TEX panel rovigs

incorporating minimum 0.3% ultra-violet stabiliser in resin system

under approximately 2400 psi and hot cured. They shall be of

uniform pigmentation and thickness without air pockets and shall

conform to IS 10192 and IS 12866.The sheets shall be opaque or

translucent, clear or pigmented, textured or smooth as specified.

2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3”

or 6” ) as specified

43 Steel work in built up tubular (round, square or rectangular hollow

tubes etc.) trusses etc., including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer,

including welding and bolted with special shaped washers etc.

complete. Hot finished seamless type tubes 10.16.2 108.000 KG 206.35 22,285.80

44 Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer ’ s specifications

including appropriate priming coat, preparation of surface,

45 Chequerred precast cement concrete tiles 22 mm thick in footpath

& courtyard, jointed with neat cement slurry mixed with pigment

to match the shade of tiles, including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4

coarse sand). Medium shade pigment using 50% white

46 Kota stone slab flooring over 20 mm (average) thick base laid over

and jointed with grey cement slurry mixed with pigment to match

the shade of the slab, including rubbing and polishing complete

with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25

47 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and

pillars laid on 12 mm (average) thick cement mortar 1:3 (1

cement: 3 coarse sand) and jointed with grey cement slurry mixed

with pigment to match the shade of the slabs, including rubbing

and polishing complete. 11.27 3.690 SQM 2354.7 8,688.84

48 Providing and fixing Ist quality ceramic glazed wall tiles conforming

to IS: 15622 (thickness to be specified by the manufacturer), of

approved make, in all colours, shades except burgundy, bottle

green, black of any size as approved by Engineer-in-Charge, in

skirting, risers of steps and dados, over 12 mm thick bed of

cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with

grey cement slurry @ 3.3kg per sqm, including pointing in white

cement mixed with pigment of matching shade complete.

I Finishing -

49 15 mm cement plaster on the rough side of single or half brick wall

of mix : 1:6 (1 cement: 6 coarse sand) 13.5.2 180.080 SQM 395.35 71,194.63

Digitally signed by JAYA

DSR- SCHEDULED SCHEDULED

S.N. DESCRIPTION OF ITEM QUANTITY UNIT SCHEDULED SCHEDULED

2023 RATES AMOUNT

50 12mm cement plaster in single coat on fair side of single or half

brick wall for exterior plastering up to floor two level including

internal rounded angles chamfers, and/or rounded angles not

exceeding 80mm in girth and finished even and smooth no extra

for mixing any additive. 1:6 (1 cement: 6 coarse sand)

51 6 mm cement plaster on celling (a) 1:3 (1 cement:3 fine sand)

52 Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade : New work (two or

more coats) over and including water thinnable priming coat with

53 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade. New work (Two or more coats

applied @ 1.43 ltr/ 10 sqm. over and including priming coat of

exterior primer applied @ 2.20 kg/ 10 sqm). 13.47.1 180.080 SQM 171.10 30,811.69

Applying priming coat: 13.50 -

54 With ready mixed aluminum primer of approved brand and

manufacture on resinous wood and plywood. 13.50.2 4.082 SQM 74.65 304.72

55 With ready mixed red oxide zink chromate primer of approved

brand and manufacture on steel galvanised iron/steel works.

56 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade: 13.61 -

Two or more coats on new work. 13.61.1 16.612 SQM 155.90 2,589.81

57 Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

J Water Proofing -

58 Providing and laying integral cement based water proofing

treatment including preparation of surface as required for

treatment of roofs, balconies, terraces etc consisting of

following operations: (a) Applying a slurry coat of neat

cement using 2.75 kg/sqm of cement admixed with water

proofing compound conforming to IS. 2645 and approved by

Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface

before treatment.

b) Laying brick bats with mortar using broken bricks/brick

bats 25 mm to 115 mm size with 50% of cement mortar 1:5 {1

cement : 5 coarse sand) admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer- in-

charge over 20 mm thick layer of cement mortar of mix 1:5 {1

cement :5 coarse sand ) admixed with water proofing compound

conforming to IS : 2645 and approved by Engineer-in-charge

to required slope and treating similarly the adjoining walls upto

300 mm height including rounding of junctions of

walls and slabs.

(c) After two days of proper curing applying a second coat of

cement slurry using 2.75 kg/ sqm of cement admixed with water

proofing compound conforming to IS : 2645 and approved by

Engineerin charge. (d) Finishing the surface with 20 mm thick

jointless cement mortar of mix 1:4 (1 cement :4 coarse

sand) admixed with water proofing compound conforming

to IS : 2645 and approved by Engineerin- charge including laying

glass fibre cloth of approved quality in top layer of plaster and

finally finishing the surface with trowel with neat cement slurry

and making pattern of 300x300 mm square 3 mm deep. {e) The

whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final

test."AII above operations to be done in order and as directed

and specified by the Engineer-in-Charge : -

With average thickness of 120 mm and minimum

thickness at khurra as 65 mm. 22.7.1 65.780 SQM 1684.60 1,10,812.99

Say Rs. In Lacs 23.78 0.14

Digitally signed by JAYA

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION AT BHEJAPUT, DAMANJODI, KORAPUT

SCHEDULE OF QUANTITY FOR PLUMBING WORKS

(SCHEDULED ITEMS AS PER D.S.R. 2023)

S.N. D.S.R. No. Description Qty. Unit NON- NON-

SCHEDULE SCHEDULED

SCHEDULED SCHEDULED

D RATES AMOUNT

1 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan

) with 100 mm sand cast Iron P or S trap, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

device (handle lever) conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm

with integral type foot rests. 2 Each 6767.4 13,534.80

2 17.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat lid, 10 litre low level white P.V.C.

flushing cistern, including flush pipe, with manually controlled device

(handle lever) conforming to IS : 7231, with all fittings and fixtures

complete, including cutting and making good the walls and floors

17.2.1 W.C. pan with ISI marked white plastic seat and lid 6 Each 6515.55 39,093.30

3 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass

pillar taps, 32 mm C.P. brass waste of standard pattern, including

painting of fittings and brackets, cutting and making good the walls -

17.7.4 White Vitreous China Flat back wash basin size 550x 400 mm with

single 15 mm C.P. brass pillar tap. 15 Each 1879.2 28,188.00

4 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers 15 Each 1607.95 24,119.25

5 MR Providing and fixing SS grating of approved quality and colour.125

mm nominal dia with 25 mm waste hole 15 Each 620 9,300.00

6 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved

quality & make and as per the direction of Engineer-in-charge. 15 Each 1034.8 15,522.00

7 17.5 Providing and fixing white vitreous china flat back half stall urinal of

size 580x380x350 mm with white PVC automatic flushing cistern, with

fittings, standard size C.P. brass flush pipe, spreaders with unions and

clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap

with outlet grating and other couplings in C.P. brass including

painting of fittings and brackets, cutting and making good the walls

17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic

flushing cistern 1 Each 25969.45 25,969.45

8 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1

meter long with S.S. triangular plate for Eureopean type W.C. of

quality and make as approved by engineer-in-charge. -

17.16A 15mm nominal bore 6 Each 349.15 2,094.90

9 18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm,

breadth 102mm, height of 75mm with concealed fitting arrangements,

weighing not less than 106 gms. 5 Each 111.45 557.25

10 17.71 Providing and fixing PTMT Liquid soap container 109 mm wide ,125

mm high and 112 mm distance from wall of standerd shape with

bracket of the same material with snap fittings of approved quality

and colour weighing not less than 105 gms. 5 Each 168.35 841.75

11 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings complete.Flexible pipe

12 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water

pipes conforming to IS : 13592 Type A including jointing with seal ring

conforming to IS : 5382 leaving 10 mm gap for thermal expansion .

(i) Single socketed pipes. -

12.41.2 110mm diameter

13 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

sand) and a coat of neat cement,punning,rounding the edges and

making and finishing the outlet complete.

14 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design

to unplasticised - PVC rain water pipes by means of 50x50x50mm

hard wood plugs, screwed with M.S. screws of required length

including cutting brick work and fixing in cement mortar 1:4 (1

cement : 4 coarse sand) and making good the wall etc. complete. -

15 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams. 2 Each 54.7 109.40

Digitally signed by JAYA

S.N. D.S.R. No. Description Qty. Unit NON- NON-

SCHEDULE SCHEDULED

SCHEDULED SCHEDULED

D RATES AMOUNT

16 18.10 Providing & fixing G.I. pipes complete with G.I. fittings & clamps

including cutting & making good the walls etc. -

(internal work) -

i) Exposed on wall -

18.10.4 32mm dia nominal bore

17 18.40 Painting G.I. pipes and fittings with two coats of anti corrosive

bitumastic paint of approved quality. -

18.40.4 32mm dia nominal bore.

18 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all CPVC

plain & brass threaded fittings including fixing the pipe with clamps at

1.00m spacing. This includes jointing of pipes & fittings with one step

CPVC solvent cement and testing of joints complete as per direction of -

internal work -Exposed on wall -

18.7.4 32mm dia nominal outer dia pipes

19 18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all CPVC

plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m

spacing. This includes jointing of pipes & fittings with one step CPVC

solvent cement and the cost of cutting chases and making good the

same including testiang of joints complete as per direction of Engineer

Concealed work including cutting chases and making good the walls -

18.8.1 15mm dia nominal outer dia pipes

18.8.2 20mm dia nominal outer dia pipes

18.8.3 25mm dia nominal outer dia pipes

20 18.21 Providing and fixing 45 cm long unplasticised PVC connection pipe

with brass unions. -

18.21.2.1 15mm nominal bore 8 Each 97.75 782.00

21 18.49 Providing & fixing CP brass bib cock of approved quality conforming

18.49.1 15mm nominal bore 10 Each 506.8 5,068.00

22 18.53 Providing & fixing C.P. brass angle valve for basin mixer and gyser

points of approved quality conforming to IS 8931 -

18.53.1 15mm nominal bore 9 Each 574.3 5,168.70

23 18.53A Providing & fixing C.P. Brass extension nipple (size 15mmx50mm)

of approved make and quality as per direction of Engineer-in-charge. 7 Each 74.8 523.60

24 18.17 Providing and fixing gun metal gate valve with wheel of approved

18.17.2 32mm dia nominal bore 2 Each 689.6 1,379.20

25 18.18 Providing and fixing ball valve (brass) of approved quality, High or

low pressure, with plastic floats complete -

18.18.3 25 mm nominal bore 1 Each 464.05 464.05

26 18.48 Providing and placing on terrace (at all floor levels) polyethylene

water storage tank. IS:12701 marked, with cover and suitable locking

arrangement and making necessary holes for inlet, outlet and Per

overflow pipes but without fittings and the base support for tank. DSR 1500 Ltrs 11 16,500.00

27 Excavating trenches in all kind of soil of required width for pipes,

cables etc. including excavation for sockets and dressing of sides,

ramming of bottoms, depth upto 1.5 m. including getting out the

excavated soil & then returning the soil as required, -

in layers not exceeding 20cm in depth including consolidating each

deposited layer by ramming, watering, etc & disposig of surplus

excavated soil as directed within a lead of 50m. -

2.10.1.2 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm

28 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with

stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1

fine sand) including testing of joints etc. complete : -

19.1.2 150mm diameter

29 19.2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse

sand : 10 graded stone aggregate 40 mm nominal size) all-round

S.W. pipes including bed concrete as per standard design : -

150 mm diameter S.W. pipe

Digitally signed by JAYA

S.N. D.S.R. No. Description Qty. Unit NON- NON-

SCHEDULE SCHEDULED

SCHEDULED SCHEDULED

D RATES AMOUNT

30 19.4 Providing and fixing square mouth S.W. Gully trap class SP-1

complete with C.I. grating brick masonry chamber with water tight

C.I. cover with frame of 300x300 mm size (inside) the weight of cover

to be not less than 4.50 Kg and frame to be not less than 2.70 Kg as -

150 x 100 mm. size P type -

19.4.2.2 With Sewer bricks conforming to IS : 4885 2 Each 2711.7 5,423.40

31 19.7 Constructing brick masonry manhole in cement mortar 1:4 (1 cement

:4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse

sand :4 graded stone aggregate 20mm nominal size), foundation

concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone

aggregate 40mm nominal size) inside plastering 12mm thick with

cement mortar 1:3 (1 cement :3 coarse sand) finished with floating

coat fo neat cement and making channels in cement concrete 1:2:4 (1

cement :2 coarse sand :4 graded stone aggregate 20mm nminal size)

finished with a floating coat of neat cement complete as per standard

I. 19.7.1 Inside size 90x80cms and 45cms deep including CI cover with frame

(light duty) 455x610mm internal diamensions total weight of cover

and frame to be not less than 38 kg (weight of cover 23 kg and -

With FPS bricks of class designation 75 -

19.8.1.1 Extra for depth of man hole size 90x80 cm

32 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10

cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded

stone aggregate 20 mm nominal size) as per standard design -

19.15.1 With 20x20 mm square bar 4 Each 544.7 2,178.80

33 MR Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592

including jointing the pipes with rubber ring,lubricant and UPVC SWR

cupler confirming to IS-14735. Also including excavation of treanches

cutting of walls and holes and repairing the walls,floors and refilling

the trenches as before but excluding supply and cost of other fIttlings

such as elbow,bend,tee and y-tee including supply of al marerial

labour and T&P.Required for proper completion of work.

34 MR Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90

mm confirming to IS-14735 self cleaning design fixed in PCC 1:2:4

and supply and fixing of 125 mm dia heavy duty CP brass jali. 7 Each 1,050.00 7,350.00

35 MR Supply and fixing of UPVC S.W.R. plain bend confirming to IS-14735.

36 MR Supply and fixing of UPVC S.W.R. plain tee confirming to IS-14735.

37 MR Supply and fixing of UPVC S.W.R. plain Y confirming to IS-14735.

SAY IN LCAS 2.70 0.26

Digitally signed by JAYA

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION AT BHEJAPUT, DAMANJODI, KORAPUT

BILL OF QUANTITIES - ELECTRICAL- TOILET BLOCK

SCHEDULE ITEMS (AS PER DSR 2025) & NON - SCHEDULED ITEMS (AS PER MARKET RATES )

DSR- Total SCHEDULED SCHEDULED

S.No. Description Unit SCHEDULED SCHEDULED

2025/NSI Qty RATES AMOUNT

SUB HEAD -I : CIRCUIT CUM POINT WIRING

SWITCH CONTROL LIGHT POINTS

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed

1 DSR 1.10 medium class PVC conduit, with modular switch, modular plate, suitable GI box and

earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single

core cable etc. as required.

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell

point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated

2 DSR-1.55 copper conductor single core cable in surface/ recessed PVC conduit, and earthing the

point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of

3 DSR 1.14 FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed

medium class PVC conduit as required.

3.1 DSR 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 60 267.00 16,020.00

3.2 DSR 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 20 311.00 6,220.00

3.3 DSR 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 35 408.00 14,280.00

Supplying and fixing suitable size GI box with modular plate and cover in front on

4 DSR 1.31 surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet Each 2 545.00 1,090.00

and 5/6 A modular switch, connection etc. as required.

Supplying and fixing suitable size GI box with modular plate and cover in front on

5 DSR 1.32 surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket Each 2 659.00 1,318.00

outlet and 15/16 A modular switch, connections etc. as required.

Supplying and fixing modular blanking plate on the existing modular plate & switch box

excluding modular plate as required.

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden

block including connections etc. as required.

SUB HEAD -II : FITTINGS & FIXTURES

1 NSI-1 Supply, Installation, Testing and Commissioning of 9 W Bulk head Light. Each 0 1,584.72 -

2 NSI-2 Supply, Installation, Testing and Commissioning of 10W Mirror Light. Each 6 763.01 4,578.08

Supplying, installation, Testing & Commissioning of LED Recessed/surface Down

lighter (Round / square/ Rectangular) COB Type of following body material and

construction as per IS : 10322 with driver as per the requirement with Driver

efficiency >85%, Operating voltage AC 140-270 Volt, freq 50/60 hz, Operating

temp range -5 deg to 40 deg centigrade, internal surge protection of 2.5 KV

with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , UGR

(Unified Glare Rating) < 19, Flicker free (flicker should be below 5 %), life time

(LED,Driver & electrical circuitary), life time of minimum 50000 Burning Hours with ,

70% of initial Lumen maintained till life ends , CCT 3000 ° K / 4000 ° K /

5700 ° K /6500 ° K (As per ANSI Bin SDCM(Standard Deviation Color Matching) <3,

Maximum power consumption should not more than the specified rating and Fixture

3 DSR-8.5 shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures

Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must

have its own in house NABL lab setup for all testing facilities for LED fixtures.

"complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR,

PVC insulated copper conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135 lm/Watt output .

LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall

be submitted Shape size and CCT shall be as approved by Engineer-in- Charge as per

requirement. (Thermal management: heat sink of aluminium housing such that LED

junction temperature shall not rise above 90°C). Powder coated die cast /Extruded

aluminium Body including trim with Aluminium Reflector. LED Down lighter (COB Type)

following wattage. (System lumen efficacy ≥120 Im/Watt)

Supplying, installation, Testing & Commissioning of LED (surface/wall) mounted Batten

light of following body material and construction as per IS : 10322 with driver

(Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage

AC 140-270 Volt, freq. 50/60 hz, Operating temp range -5 deg to 40 deg centigrade,

internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% ,

P. F. ≥ 0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time

(LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with , 70%

of initial Lumen maintained till life ends, CCT 3000 ° K / 4000 ° K / 5700 ° K

/6500 ° K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3,

Maximum power consumption should not more than the specified rating and Fixture

4 DSR-8.11 shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures

Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have

its own in house NABL lab setup for all testing facilities for LED fixtures.

complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC

insulated copper conductor single core cable and earthing etc. as required with

Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79

& LM80 Test report and all testing required for LED fixtures as per BIS shall be

submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per

requirement. (Thermal management: heat sink of aluminium housing such that LED

junction temperature shall not rise above 90°C). Powder coated die cast /Extruded

aluminium Body (Thickness > 1.20 mm) Batten light (System lumen efficacy >135

Supply and fixing of Angle Holder With 5W Bulb etc suitable for both surface & surface

complete in all respects.. Digitally signed by JAYA

DSR- Total SCHEDULED SCHEDULED

S.No. Description Unit SCHEDULED SCHEDULED

2025/NSI Qty RATES AMOUNT

Supply, Installation, Testing and Commissioning of 250 mm dia Domestic Exhaust Fan

SUB HEAD -III : DISTRIBUTION BOARDS

Supplying and fixing following way, single pole and neutral, sheet steel, MCB

1 DSR 2.3 distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar,

neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing

etc. as required. (But without MCB/RCCB/Isolator)

1.2 DSR 2.3.2 8 way, Double door Each 1 2,773.00 2,773.00

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit

2 DSR 2.10 breaker suitable for inductive load of following poles in the existing MCB DB complete

with connections, testing and commissioning etc. as required.

Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB

DB complete with connections, testing and commissioning etc. as required.

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as

SUB HEAD -IV : LT CABLES

Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV

grade of following size in the existing RCC/HUME/METAL pipe as required.

Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured,

2 NSI overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and

technical specifications.

Supplying and making end termination with brass compression gland and aluminium

3 DSR 11.1 lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor

cable of 1.1 KV grade

SUB HEAD -V : EARTHING SYSTEM

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and

1 DSR 5.2 providing masonry enclosure with cover plate having locking arrangement and watering Sets 1 7,658.00 7,658.00

pipe etc. with charcoal/ coke and salt as required. tering pipe of 2.7 metre long etc.

with charcoal/ coke and salt as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along

with existing surface/ recessed conduit/ submain wiring/ cable as required.

Grand Total 98,790.00 27,059.29

Grand Total 98,790.00 27,059.29

SAY IN LACS 0.99 0.27

Digitally signed by JAYA

Name of Work: CONSTRUCTION OF KRUSHAK BAZAR SHED WITH ELECTRIFICATION AT BHEJAPUT, DAMANJODI, KORAPUT

DEVELOPMENT WORK

SCHEDULED NON-SCHEDULED SCHEDULED NON-SCHEDULED

S.No Item Code No. Description of items QTY Unit

RATES RATES AMOUNT AMOUNT

I Footpath with PCC base, 60 mm thick paver blocks

Providing and laying 60 mm thick faciory made cement concrete interlocking paver

block of M -30 grade made by block making machine with strong vibratory compaction,

1 16.68 of approved size, design & shape, laid in required colour and pattern over and including 215.00 sqm 1045.65 2,24,814.75

50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all

complete as per the direction of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost

of centering and shuttering. All work upto plinth level.

1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work

Retaining walls, return walls, walls (any thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs and steps etc.

II EXTERNAL WATER SUPPLY

1 DSR Code No.- Providing & Fixing G.I. Pipes complete with G.I.Fittings including trenching and refilling

18.12 etc. (external work)

2 DSR Code No. - Painting G.I. pipes and fittings with two coats of anticorrosive bitumastic paint of

18.40 approved quality. -

3 DSR Code Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar

No.18.32 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm

(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse

sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation,

foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm

nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand)

12mm thick finished with a floating coat of neat cement complete as per standard

3.1 18.32.1 With Common burnt clay F.P.S ( non modular ) bricks of class designation 100 A 2 Each 1,993 3,985.20

4 NS-1 Providing and Fixing full way lever operated forged brass ball valve of brass body with

forged brass hard chromeplated steel ball tasted to a pressure not less than 15

kg/sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers

III EXTERNAL SEWERAGE SYSTEM

DSR Code No.- Providing, laying, jointing glazed stoneware pipes class SP -1 with stiff mixture of

1 cement mortar in the proportion of 1:1 ( 1 cement :1 fine sand ) including testing of

joints etc. complete:

DSR Code No.- Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded

2 stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed

concrete as per standard design : -

2.1 19.3.2 150 mm diameter S.W. pipe 60 Metre 743.1 44,586.00

2.2 19.3.3 200 mm diameter S.W. pipe 20 Metre 873.5 17,470.00

2.3 19.3.4 250 mm diameter S.W. pipe 4.5 Metre 1016.9 4,576.05

Providing and fixing square-mouth S.W. gully trap grade 'A" complete with C.I. grating

DSR Code No.- brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (

19.4 inside ) the weight of cover to be not less than 4.50 kg and frame to be not less than

2.70 Kg as per standard design : -

19.4.3 180 x 150 mm Size P Type -

3.1 19.4.3.1 With Common Brunt clays FPS ( non modular ) bricks of class designation 75 6 Each 2802.15 16,812.90

4 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand)

with RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 stone aggregate 20

mm nominal size ) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8

stone aggregate 40 mm nominal size ) inside plastering 12 mm thick with cement

DSR Code No. mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement,

19.7 foundation cocreate 1:3:6 mix (1 cement :3 coarse sand : 6 graded stone aggregate

40 mm norminal size),and making necessary channel in cement concrete 1:2:4 (1

cement :2 coarse sand :4 graded stone aggregate 20 mm norminal size) finished with

a floating coat of neat cement complete as per standard design .

inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty )

19.7.1 455x610 mm internal dimensions total weight of cover & frame to be not less than 38

kg (weight of cover 23 kg & weight of frame 15 kg ) -

4.1 19.7.1.1 with common brunt clay FPS ( non modular ) bricks of class designation 7.5 4 Each 12770.55 51,082.20

5 Extra depth for manhole 90x80 cm

5.1 19.8.1.1 With FPS bricks class designation 7.5 1 Metre 8825.4 8,825.40

Excavating trenches of required width for pipes, cables etc. including excavation for

sockets and dressing of sides, ramming of bottom depth upto 1.5 M including getting

DSR Code out the excavated soil and then returning the soil as required in layers not exceeding

No.2.10 20 cms in depth including consolidating each deposited layer by ramming, watering

etc. and disposing of surplus excavated soil as directed within a lead of 50m.

2.10.1 All Kinds of Soil -

6.1 2.10.1.2 Pipes,cables etc.exceeding 80mm dia.but not exceeding 300mm dia. 84.5 Metre 352.15 29,756.68

Digitally signed by JAYA

SCHEDULED NON-SCHEDULED SCHEDULED NON-SCHEDULED

S.No Item Code No. Description of items QTY Unit

RATES RATES AMOUNT AMOUNT

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated

as per IS : 10910, on 12 mm dia steel bar conforming to IS:1786, having minimum

cross section as 23 mmx25 mm and over all minimum length 263 mm and width as

165 mm with minimum 112 mm space between protruded legs having 2 mm tread on

DSR Code top surface by ribbing or chequering esides necessary and adequate anchoring

7 projections on tail length on 138 mm as per standard drawing and suitable to with

stand the bend test and chemical resistance test as per pecifications and having

manufacture ’ s permanent identification mark to be visible even after fixing,including

fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 10 Each 553.70 5,537.00

IV STORM WATER DRAINS

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)

1 including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-incharge.

All kinds of soil -

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

foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited

2.25 layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 21.60 Cum 196 4,233.60

@ 30% of Item No. 1 -

3 Providing and laying in position cement concrete of specified grade excluding the cost

of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse

sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm

4.1.8 nominal size derived from natural sources) 9.600 Cum 6812 65,395.20

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying, curing, carriage for

4 all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as

per direction of the engineer-in-charge; for the following grades of concrete Note:

Extra cement up to 10% of the minimum specified cement content in design mix shall

be payable separately. In case the cement content in design mix is more than 110% of

the specified minimum cement content, the contractor shall have discretion to either

re-design the mix or bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg /cum -

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

5 position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or more. -

6 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 64.00 Sqm 392.15 25,097.60

Walls (any thickness) including attached pilasters, butteresses, plinth and string

V APRON DRAIN (150x200) -

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means

1 over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)

including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge. -

2.6.1 all kinds of soil -

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

2.25 foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited

layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 14.06 cum 196 2,755.76

3 Providing and laying in position cement concrete of specified grade excluding the cost

of centering and shttering - All work up to plinth level -

1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm

nominal size). 10.56 cum 6518.6 68,836.42

Providing and laying in position cement concrete of specified grade excluding the cost

4 4.3.1 of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse

sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm

nominal size derived from natural sources) 7.88 sqm 7878.5 62,082.58

Centering and shuttering including strutting, propping etc. and removal of form for all

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 52.25 Sqm 392.15 20,491.33

6 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in : -

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 10.65 Cum 7132.25 75,958.46

7 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix : 224.69 Sqm 425.55 95,617.39

13.7.2 1:4 (1 cement: 4 fine sand)

2.10 Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including

getting out the excavated soil, and then returning the soil as required, in layers not

1 exceeding 20 cm in depth, including consolidating each deposited layer by ramming,

watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia 28.12 metre 352.15 9,902.46

19.6 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

2 sand) including testing of joints etc. complete :

4.1.10 Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10

gradded stone aggregate 40 mm nominal size) alround S.W. Pipes including bed

concrete as per standard design.

150 mm diameter S.W.Pipe 4.35 cum 6518.6 28,382.18

VIII Spectic Tank

Size of Tank = 5.00 X 2.00 X 1.24 Mtr

Excavation work by mechanical means (Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),

1 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soils as directed, within a lead

2.8.1 All kinds of soil 25.770 Cum 260.30 6,707.93

Digitally signed by JAYA

SCHEDULED NON-SCHEDULED SCHEDULED NON-SCHEDULED

S.No Item Code No. Description of items QTY Unit

RATES RATES AMOUNT AMOUNT

Excavation work by mechanical means (Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),

including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soils as directed, within a lead

Earth work in Excavation 1.50-3.00 mtr

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

5 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited

layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. 13.670 Cum 196.00 2,679.32

Providing and laying in position cement concrete of specified grade excluding the cost

6 of centering and shuttering - All work up to plinth level :

4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm

nominal size). 1.850 Cum 6518.60 12,059.41

Providing and laying in position machine batched and machine mixed design mix M-25

grade cement concrete for reinforced cement concrete work, using cement content as

per approved design mix, including pumping of concrete to site of laying but excluding

the cost of centering, shuttering, finishing and reinforcement, including admixtures in

recommended proportions as per IS: 9103 to accelerate, retard setting of concrete,

improve workability without impairing strength and durability as per direction of

Engineer-in-charge. “ (Note :- Cement content considered in this item is @ 330

kg/cum. “ Excess/ less cement used as per design mix is payable/recoverable

5.33.1.1 Upto plinth level 10.170 Cum 9504.75 96,663.31

Centering and shuttering including strutting, propping etc. and removal of form for:

8 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 5.870 Sqm 392.15 2,301.92

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string

9 courses etc. 53,802.05

10 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 1.500 Sqm 841.95 1,262.93

11 5.9.20 Suspended floors, roofs, landings, balconies and access platform. 10.000 Sqm 1028.40 10,284.00

5.9.16 Edges of slabs and breaks in floors and walls.

5.10.4 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as

13 per the direction of Engineer-in-charge. 128.000 Mtr 201.55 25,798.40

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete.

14 5.22.6 Thermo-Mechanically Treated bars. 664.450 Kg 107.85 71,660.93

11.4 52 mm thick cement concrete flooring with concrete hardener topping under layer 50

mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting

15 of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by

volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per

manufactures specifications. This includes cost of cement slurry, but excluding the cost

of nosing of steps etc. complete.

for maintaining slope 10.000 Sqm 978.45 9,784.50

13.16 6 mm cement plaster on rough side of single or half brick wall of mix:

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required

shape and approved quality

17 19.19.3.1 Circular shape 560 mm internal diameter 2.000 Nos 1675.70 3,351.40

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated

as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum

cross section as 23 mmx25mm and over all minimum length 263 mm and width as

165mm with minimum 112 mm space between protruded legs having 2 mm tread on

top surface by ribbing or chequering besides necessary and adequate anchoring

18 19.16 projections on tail length on 138 mm as per standard drawing and suitable to with

stand the bend test and chemical resistance test as per specifications and having

manufacture ’ s permanent identification mark to be visible even after fixing, including

fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 10.000 Nos 553.70 5,537.00

17.35 Providing and fixing soil, waste and vent pipes

20 17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989. 5.400 Mtr 1180.75 6,376.05

Providing and fixing terminal guard :

21 17.56.1.2 Sand cast iron S&S as per IS - 3989 1.000 Nos 506.00 506.00

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb

22 19.32.1 shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m

long complete as per standard design.With F.P.S. bricks 1.000 Nos 26861.90 26,861.90

IX 1.5 Mtr High Brick Boundary Wall with 0.6 mtr High MS Railing

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means

in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),

1 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soil as directed, within a lead

a.) 2.8.1 all kinds of soil 78.36 CUM 260.3 20,395.96

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

2 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited

2.25 layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 54.12 cum 196 10,608.22

B Concrete Work -

Providing and laying in position cement concrete of specified grade excluding the cost

3 of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse

sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm

4.1.8 nominal size derived from natural sources) 7.25 CUM 6812 49,415.16

C Reinforced Cement Concrete -

Centering and shuttering including strutting, propping etc. and removal of form for all

(a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 29.40 SQM 392.15 11,528.80

Lintels, beams, plinth beams, girders, bressumers and

(c) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 80.54 SQM 961.3 77,427.67

Digitally signed by JAYA

SCHEDULED NON-SCHEDULED SCHEDULED NON-SCHEDULED

S.No Item Code No. Description of items QTY Unit

RATES RATES AMOUNT AMOUNT

Edges of slabs and breaks in floors and walls

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as

per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix

shall be payable separately. In case the cement content in design mix is more than

110% of the specified minimum cement

content, the contractor shall have discretion to either re-design the mix or bear the

cost of extra cement.

All works upto plinth level

Concrete of M25 grade with minimum cement

content of 330 kg /cum -

(a) Upto plinth level -

5.33.1.1 (iii) R.C.C. work in Columns 1.83 CUM 9504.75 17,369.57

(b) All works above plinth level upto floor V level -

Concrete of M25 grade with minimum cement content of 330 kg /cum -

5.33.2.1 (iii) R.C.C. work in Columns 3.35 CUM 9860.4 33,066.71

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

6 position and binding all complete upto plinth level. Thermo-Mechanically Treated bars

D Masonry Work -

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

7 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

8 in superstructure above plinth level up to floor V level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 10.57 CUM 9105.95 96,249.89

E Steel Work -

Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc.

9 as required.

In gratings, frames, guard bar, ladder, railings, brackets,

10.25.2 gates and similar works 304.58 KG 172.6 52,570.73

F Finishing -

10 13.1.2 12 mm cement plaster on the fair side of single or half brick wall 176.99 SQM 333.35 58,999.62

(a) 1:6(1 cement:6 fine sand). -

Finishing walls with water proofing cement paint of required shade : New work (Two or

13.44.1 more coats applied @ 3.84 kg/10 sqm) 176.99 SQM 116.9 20,690.13

Steel Painting: -

(b) Painting with synthetic enamel paint of approved brand and manufacture to

13.61.1 give an even shade: Two or more coats on new work. 304.58 SQM 155.9 47,484.02

X 6 m wide MAIN ENTRY/EXIT GATE (2Nos.)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means

in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),

1 2.8.1 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soil as directed, within a lead

of 50 m. All kinds of soil. 19.62 CUM 260.3 5,105.88

Providing and laying in position cement concrete of specified grade excluding the cost

2 4.1.8 of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse

sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm

nominal size derived from natural sources) 1.31 CUM 6812 8,935.49

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as

per IS: 9103 to accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of concrete to site of laying,

curing, carriage

for all leads; but excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge; for the

following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix

shall be payable separately. In case the cement content

in design mix is more than 110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix or bear the cost of extra -

All works upto plinth level -

Concrete of M25 grade with minimum cement content of 330 kg /cum -

5.33.1.1 (iii) R.C.C. work in Columns 0.95 CUM 9504.75 9,015.06

(b) All works above plinth level upto floor V level -

5.33.2.1 (i) R.C.C. work in Columns 1.72 CUM 9860.4 16,913.89

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

4 5.22.6 position and binding all complete upto plinth level. Thermo-Mechanically Treated bars

of grade Fe-500D or more. 656.00 KG 107.85 70,749.60

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

5 5.22.A.6 position and binding all complete above plinth level. Thermo-Mechanically Treated

bars of grade Fe-500 D or more. 450.40 KG 107.85 48,575.64

15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1

cement: 6 coarse sand) 50.21 SQM 395.35 19,850.05

7 Steel Painting:Applying priming coat: -

(a) With ready mixed red oxide zink chromate primer of approved brand and

manufacture on steel galvanised iron/steel works. 50.85 SQM 67.4 3,427.29

(b) Painting with synthetic enamel paint of approved brand and manufacture to

give an even shade: Two or more coats on new work. 50.85 SQM 155.9 7,927.52

Finishing walls with water proofing cement paint of required shade : New work (Two or

more coats applied @ 3.84 kg/10 sqm) 50.21 SQM 116.9 5,869.42

Providing and applying white cement based putty of average thickness 1 mm, of

9 13.8 approved brand and manufacturer, over the plastered wall surface to prepare the

surface even and smooth complete. 50.21 SQM 156.05 7,835.10

Digitally signed by JAYA

SCHEDULED NON-SCHEDULED SCHEDULED NON-SCHEDULED

S.No Item Code No. Description of items QTY Unit

RATES RATES AMOUNT AMOUNT

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing

10 10.25.2 in position and applying a priming coat of approved steel primer using structural steel

etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 741.23 KG 172.6 1,27,936.30

Centering and shuttering including strutting, propping etc. and removal of form for all

(a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 26.56 SQM 392.15 10,414.33

Suspended floors, roofs, landings, balconies and access platform. with water proof ply

Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply

(d) 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. 23.61 SQM 961.3 22,696.29

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including collecting samples from different strata,

1 23.1 preparing and submitting strata chart/ bore log, including hire & running charges of all

equipments, tools, plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, up to 90 metre depth below ground level.

23.1.1 All Types of Soil

23.1.2 Rocky strata including Boulders -

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including collecting samples from different strata,

2 23.2 preparing and submitting strata chart/ bore log, including hire & running charges of all

equipments, tools, plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below

23.2.2 Rocky strata including Boulders -

23.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW

(Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended

casing pipes of required dia, conforming to IS: 4270, of reputed & approved make,

3 including painted with outside surface with two coats of anticorrosive paint of approved

brand and manufacture, including required hire & labour charges, fittings &

accessories, all complete, for all depths, as per direction of Engineer-in-charge.

23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm 120 Metre 1359.25 1,63,110.00

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW

(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild

steel threaded and socketed/ plain bevel ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and approved make, having wall thickness not less

4 than 5.40 mm, including painted with outside surface with two coats of anticorrosive

bitumestic paint of approved brand and manufacture, including hire & labour charges,

fittings & accessories, all complete, for all depths, as per direction of Engineer -in-

23.11.1 100 mm nominal size dia 10 Metre 1456.8 14,568.00

23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in

5 recharge pit, in the required thickness, for all leads & lifts, all complete as per direction cum

of Engineer-in-charge. 10 1509.8 15,098.00

23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the

6 recharge pit, over the existing layer of boulders, in required thickness, for all leads & cum

lifts, all complete as per direction of Engineer-in-charge. 20 1538.25 30,765.00

23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including

7 providing gravel fine/ medium/ coarse, in required grading & sizes as per actual cum

requirement, all complete as per direction of Engineer-in-charge. 10 2024.5 20,245.00

23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to

establish maximum rate of usable water yield without sand content (beyond

permissible limit), with required capacity air compressor, running the compressor for

required time till well is fully developed, measuring yield of well by "V" notch method or

8 any other approved method, measuring static level & draw down etc. by step draw

down method, collecting water samples & getting tested in approved laboratory, i/c

disinfection of tubewell, all complete, including hire & labour charges of air compressor,

tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the

9 top of bore well housing/ casing pipe, removable as per requirement, all complete for

23.14.3 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of

10 tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size

23.15.3 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe

assembly of tubewell as per IS:2800 (part I). -

Based on E &M Providing & fixing of following sizes of CI non return valve conforming to API-594 with

12 2022 16.11.2 C.I. body, SS Disc, SS stem, EPDM seal, complete with companion flanges, bolts, nuts,

washers & inserted rubber gasket complete as required and as per enclosed

specification. -

Supplying & installation submersible pumping motor pumpsets making connection

suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I.

13 NDSR riser pipes (65 mm dia minimum) installation, complete fittings accessories with riser

pipes jointing of electrical cables other connections making switch board electrical

connections, all labour for testing of submersible pump and supply of water to water

mains complete in all respects

Discharge 250 LPM. -

HP/Load 7.5 (Approx) 1 Each 183780 1,83,780.00

Provding and fixing heavy duty 65mm G.I. pipe confiming to IS. 1239 upto 150 mm

and IS 3589 for dia 200 mm and above with reducers, tees, flanges, elbow, crosses,

union etc. and fixing the pipes on wall / ceiling / beam / floor including

14 NDSR Clamping/Supporting the same, including painting with 2 coats of synthetic enamel

paint as per the site requirement and shall be duly painted with two coats of approved

quality synthetic enamel paint & shade over a readymix primer coat complete as

required & as per directions of the engineer-in-charge for the following sizes:

XII CAR & BIKE PARKING (for 4 nos. cars & 20 nos. bikes)

Digitally signed by JAYA

SCHEDULED NON-SCHEDULED SCHEDULED NON-SCHEDULED

S.No Item Code No. Description of items QTY Unit

RATES RATES AMOUNT AMOUNT

Excavation work by mechanical means (Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),

1 including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soils as directed, within a lead

a.) 2.8.1 All kinds of soil. 2.34 Cum 260.3 609.92

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne

capacity after excavating earth to an average of 22.5 cm depth, dressing to camber

2 16.1 and consolidating with road roller including making good the undulations etc. and re- 124.94 Sqm 218.9

rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

3 16.3 Supplying and stacking at site. -

a) 16.3.2 63 mm to 45 mm size stone aggregate 15.63 Cum 1636.05 25,566.80

b) 16.3.3 53 mm to 22.5mm size stone aggregate 12.45 Cum 1842.3 22,943.54

c) 16.3.6 stone screening 13.2 mm nominal size (Type A ) 5.61 Cum 2034.35 11,410.26

c) 16.3.7 Stone screening 11.2 mm nominal size (Type B) 5.61 Cum 2247.75 12,607.18

Laying, spreading and compacting stone aggregate of specified sizes to WBM

specifications in uniform thickness, hand picking, rolling with 3 wheeled road /

4 16.4 vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying 44.09 Cum 1046.95 46,160.03

and brooming requisite type of screening / binding material to fill up interstices of

coarse aggregate, watering and compacting to the required density .

Providing and laying factory made chamfered edge Cement Concrete paver blocks in

footpath, parks, lawns, drive ways or light traffic parking

etc, of required strength, thickness & size/ shape, made by table vibratory method

using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of

sand, compacting and proper embedding/laying of inter locking paver blocks into the

5 16.91.2 sand bedding layer through vibratory compaction by using plate vibrator, filling the 125.84 Sqm 1091.5 1,37,354.36

joints with sand and cutting of paver blocks as per required size and pattern, finishing

and sweeping extra sand. complete all as per direction of Engineer-in-Charge

80 mm thick C.C. paver block of M-35 grade with approved colour design and

Providing and laying in position cement concrete of specified grade excluding the cost

of centering and shuttering. All work upto plinth level. -

1:5:10 (1 cement : 5 course bound: 10 graded stone aggregate 40mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form work

Retaining walls, return walls, walls (any thickness) including attached pilasters,

buttresses, plinth and string courses fillets, kerbs and steps etc. 4.00 Sqm 842.5 3,370.00

Providing and laying at or near ground level factory made kerb stone of M-25 grade

cement concrete in position to the required line, level and curvature, jointed with

cement mortar 1:3 (1 cement: 3 coarse sand), ncluding making joints with or without

8 16.69 grooves (thickness of joints except at sharp curve shall not to more than 5mm),

including making drainage opening wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Painting with synthetic enamel paint of approved brand and manufacture of required

colour to give an even shade : -

Two or more coats on new work over an under coat of suitable shade with ordinary

paint of approved brand and manufacture 9.03 Sqm 226.25 2,042.24

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement

concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal

10 16.63 size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including finishing the top smooth etc.

complete and as per direction of Engineer-in-charge. 11.76 sqm 558.3 6,566.37

XIII EXTERNAL LIGHTING SYSTEM

Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3

DSR 12.3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including

1 excavation and refilling etc. as required.

DSR 12.3.1 Above 4.5 metre and upto 6.5 metre 4 Nos. 6123 24,492.00

Supplying, installation, testing and commissioning of Gate light fitting suitable for 42

2 NSI-1 watt IP 65LED having system lumen output of minimum 4200 lumens complete with

all accessories and lamp. 4 Nos. 6086.63 24,346.52

Supplying, installation, testing and commissioning of 60W LED Street Light IP66

LED with High performance having system lumen output of minimum 6000 lumens,

3 NSI-2 contemporary designed housing made of die-cast aluminium, with street optic LENS for

uniform light distribution. PF better than 0.9, CRI better than 60 complete with all

accessories. 4 Nos. 10142.98 40,571.90

Supplying, installation, testing and commissioning of 60W LED Solar Street Light On

6 Meter GI octagonal Pole having Compact, Aesthetic, Eco friendly & modern

integrated Solar street light in extruted Aluminum construction with high efficiency

4 NSI-3 monocrystalline silicon photo voltaic panel, high efficacy SMD LED 6500K having

secondary lens optics for street lighting distribution, high performance lithium battery,

MPPT charge controller & Intelligent control module/sensor with higher reliability, long

service life, suitable for easy & quick installation.(double arm/single arm whichever

required) complete in all respect.

Supply, testing & commissioning of 6.0 meter high G.I octagonal pole (Above

Ground Level) with single/double arm as per requirement of suitable length with inbuilt

5 NSI-4 junction box with 10A SP MCB, connectors for incoming/outgoing cable connection and

300mm x 300mm x 20 mm thick base plate and bracket (double arm/single arm

whichever required) complete in all respect. 4 Nos. 13601.67 54,406.69

Supplying and laying cable through GI pipe upto junction box including excavation and

6 NSI-5 back filling, wiring with 2 x 2.5 sq.mm PVC insulated 1100 volts grade copper

conductor wires from junction box to lighting fixture complete. 150 Metre 174.01 26,101.33

Providing, installation of 200 x 150 x 125 mm polycarbonate weather proof (IP-55)

junction box and SP MCB’s and terminal block. 4 Nos. 3800.15 15,200.59

E&M7.3.1 DG SET Supplying, installation, testing and commissioning of silent type DG sets, AMF

panel, bus ducting/ cables from DG sets to essential panel, synchronizing panel where

required, DG set enclosure room sound insulation/ventilation/smoke exhaust as

8 required, earthing of DG set system, control cabling, fuel tank/piping, DG set exhaust 125 KVA 11560.00 14,45,000.00

piping/ exhaust chimney as per CPCB norms, civil works connected with DG sets

including foundation as required.

9 MR COST OF EXTERNAL ELECTRICAL SERVICE CONNECTION 1 JOB 5,00,000.00 5,00,000.00

10 MR Providing and Fixing Sensor Dustbin 1 EACH 5000.00 5000.00

11 MR Providing and Fixing Automatic Touchless Dustbin 1 EACH 19768.00 19768.00

12 MR Providing and Fixing Garbage trash bucket 2 EACH 5299.00 10598.00

13 MR Providing and Fixing 50-50 Twin Trash bin 2 EACH 7000.00 14000.00

SAY IN LACS 55.86 11.09

Digitally signed by JAYA