Construction of new helipad at Ekta Nagar for Rashtriya Ekta Divas 2026 Dist Narmada

Name of work :-Construction of new helipad at Ekta Nagar for Rashtriya Ekta Divas 2026 Dist

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of

Quantity Unit Rate Amount

No. specifications)

1 Clearing and grubbing road land including uprooting rank vegetation

grass bushes,shrubs,sapling and trees girth up to 300 mm removal of

stumps of trees cut earlier and disposal of unserviceable materials (C) 4.00 Hect 28455.09

By mechanical means in area of light jungle

2 Excavation for foundation in hard murrum and boulders and very stiff

or sticky, clays and other similar strata including shoring and strutting 714.00 Hect 625.88

and dewatering as necessary and disposing of the excavated stuff as

3 Earthwork in cutting including preparing the slope and camber

andstacking or utilising the cutting stuff in bank as directed from the 9909.00 Cum 500.04

end of cutting with all lead and lift.(i) Hard murrum.

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

sides of foundations etc. in layers not exceeding 20 cm. in depth 6993.00 Cum 250.44

consolidating each disposited layer by ramming and watering.

5 Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry density including filling the 13520.00 Cum 415.00

depression which occur during the process using power roller 8T to

10T.(E) From Borrow area within 30.0KM. lead

6 Construction of compacted GRANULAR SUB BASE ( Grade-I , Crushed

B T materials of 53 mm to 9.5 mm @ 50 %, 9.5 mm to 2.36 mm @

%, Below 2.36 mm @ 30 % ) by providing close graded matrial , mixing

in a machanical mix plant at OMC, carriage of a mix material to work 1872.00 Cum 1390.53

site, spreading uniform layers with motor grader on prepared surface

and compacting with vibratory power roller to achieve desire density

complete clause as per 401 and instructed by Engineer incharge

7 Providing and laying wet mix macadam (W.M.M.) using machine

crushed black trap aggregate of 40 to 50 mm size in the material as per

MOST specification including premixing the material with water at

OMC in mechanically mix plant, carriage of mix material by 996.00 Cum 1001.92

contractor's own tipper to site of work including laying in uniform

layers with paver in sub base/ base course on well prep[ared surface

and compacting with vibratory roller to achieve the desired density.

8 Providing and laying of 50mm D.B.M. with B.T. Aggregate as per

MORT&H specification with Emulsion RS-1 for tack coat @ 2.5 Kg./10

smt. With Mechanical Sprayer & Bitumen VG-30 Grade ) for mixing @

45.00 Kg./MT. ie. 4.5 % by total weight of mix heating and mixing the

aggregate & asphalt in continuous batch mix plant and transporting to

site and spreading the same by full width sensor paver finisher & 718.00 MT 4474.30

consolidation with vibratory roller including providing all materials

equipments, tools & plant, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery batch mix plant & sensor

paver finisher etc. complete

9 Providing and laying Bituminous concrete with B.T. stone chips as per

MORTH gradation and specifications using VG 30 bulk bitumen for

mixing at the rate of 5.0 % (50.0 Kg./M.T.)by wt. of total mix inclg.

heating the asphalt, aggregates by continous batching drum mix plant

and spreading the same by paver finisher to the required camber and 452.00 MT 4822.75

grade, including rolling with vibratory roller to achive desired density

and using, fire wood, oil, Kerosene, labour charges and hire charges of

machinaries etc. complete.

10 Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. Warranty for

the Retro reflectivity should be two years.

11 Providing and laying approved quality yellow garden soil obtained from

approved borrow areas, free from stones exceeding 25 mm size, roots,

weeds, rubbish and other deleterious materials, including loading,

transportation, unloading, stacking, spreading, filling, leveling, dressing

and consolidation by watering to the required thickness and levels in 5827.00 Cum 404.00

lawns, flower beds, shrub areas, planters and landscaped areas,

complete with all labour, tools, plants, machinery, lead and lift

involved, as directed by the Engineer-in-Charge.

12 Providing, supplying and laying Bermuda Grass (Cynodon dactylon /

Doob Grass) on prepared ground, including excavation/removal of

unsuitable material, dressing and fine grading of soil, spreading

approved topsoil and manure where required, planting grass

sods/sprigs at specified spacing, watering, rolling and maintaining the 11654.00 Cumt 326.23

lawn until proper establishment and growth is achieved, including

replacement of damaged or dried patches and all labour, materials,

tools, equipment and incidentals required to complete the work as per

specifications and directions of the Engineer-in-Charge.

13 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 150.00 Rmt 6621.26

1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (vi) 1200 mm dia.

14 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

with collars for culverts including setting and joining the pipes in C.M. 100.00 Rmt 4710.56

1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of

following internal diameter. (vi) 900 mm dia.

15 Providing, supplying, transporting and fixing factory-made precast RCC

Saucer Drain of approved size and shape, cast in M-30 grade concrete

with requisite reinforcement, including U-Type (water seal trap)

arrangement for prevention of foul odour, insects and backflow,

complete with excavation, preparation of foundation, laying on PCC 250.00 Rmt 4070.30

bedding, alignment, jointing, sealing, curing, testing, backfilling,

disposal of surplus material, and all labour, materials, equipment,

loading, unloading and incidental works complete as per approved

drawings, specifications and directions of the Engineer-in-Charge.

of 200 / 215 mm dia. bore well in over burden rocky or loose

collapsible / boulder strata & lowering of 175 / 200 mm dia. UPVC / 200.00 Rmt 414.10

PVC / ERW casing pipe above 12 meters and up to 40 meters depth by

DTH rig etc.complete

17 Supplying slotted PVC pipes of approved quality at site of work

confirming to IS. 1239/1974 180mm dia.

18 Supplying PVC plain pipes of approved quality at site of work

confirming to IS. 1239/1974 180mm dia. 10 Kg/cm2

19 Providing and jointing flat flexible coppered calble PVC insulated

enamelled aproved make three core 2.50mm.

20 Supplying submersible pump set suitable for bore of 150 mm dia or

more having 3 phase motor capacity not less than 10 HP with [A]

stage 575 to 480 LPM discharge at 60 to 70 mtr head for 65 mm dia

delivery pipe Supplying and erecting push button operated fully

automatic Star-Delta starter with 3 Nos.of 32A. rating contactors and. 4.00 Nos. 46170.13

1 No. of directly operated thermal overload relay having 20-32A range

in sheet steel enclosure for 3 phase 415V. 50 c/s. A.C. motors up to

H.P. (A)P.W.Blockwith necessary connection complete erected onas

directed. Cat-II

21 Providing and fixing to wall ceiling and floor HDP pipes tubes (medium

grade) of the 50mm nominal bore, tube, fittings and clamps include. 150.00 Rmt 513.08

Making good the wall ceiling and floor.(F) 50mm dia.

22 Providing and fixing to concealed wall ceiling and floor galvanized mild

floor tubes (medium grade) of the 50mm nominal bore, tube, fittings 100.00 Rmt 608.35

and clamps incldg. Making good the wall ceiling and floor (F) 40mm

23 Providing and fixing to concealed wall ceiling and floor galvanized mild

floor tubes (medium grade) of the 25mm nominal bore, tube, fittings 70.00 Rmt 401.95

and clamps incldg. Making good the wall ceiling and floor.(C) 25mm dia.

24 Providing and fixing gun metal cock of non return full way wheel

valve.(F) 50mm dia

25 Earthwork in cuting in all sorts of soil and soft murrum including

conveying and spreading the stuff, embankment as and where directed 1560.00 Cmt 137.33

within 200meters from the end of the cutting with all required lead and

26 Excavation for foundation up to 1.50 MT depth including sorting out

and stacking of useful materials and disposing the excavated stuff up to 660.00 Cmt. 125.86

50 mt lead.(A) Loose or soft soil

27 Providing & laying controlled cement concrete M150 for curing comp.

including cost of form work and excluding cost of reinforcement for 106.00 Cmt. 3792.55

reinforced conrete work in foundation and plinth

28 Provinding and Laying controlled cement concrete M-250 including

finising smooth with curing complete including the cost of form work

but excluding the cost of reinforced concrete work in foundation 225.00 Cmt. 4460.16

FOOTING and mass cocrete.

29 Providing and laying controlled cement concrete M 250 using B.T.

stone aggregate and curing complete including the cost of form work

but excluding the cost of reinforcement for reinforced concrete work 8.00 Cmt. 7780.03

in. Columns up to plinth Level

30 Provinding and Laying controlled cement concrete M-250 & including

finising smooth with curing complete including the cost of form work 49.00 Cmt. 5928.70

but excluding cost of reinforcement concrete for RCC PLINTH BEAM for

any cross sectional area of beam.

31 Provinding and Laying controlled cement concrete M-200 and with

curing etc.complete. Including the cost of formwork but excluding the

cost of reinforcement for R.C.C work in Column heving any cross 44.00 Cmt. 7780.13

section area of Column.For Ground Floor Column.

32 Brickwork using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in 269.00 Cmt. 4279.98

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional In

Foundation & Plinth

33 Providing and casting in situ ordinary cement concrete M- 150 for

coping, over riding returns including formwork curing and finishing 17.00 Cmt. 3705.34

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

bending, binding and placing in position complete upto floor two level 41450.00 kg 77.29

35 Providing 20 mm thick sand faced cement plaster on walls for all height

above ground level consisting of 12mm thick backing coat of cement

mortar 1:3 (1 cement : 3 sand) and 8mm thick finishing coat of C.M. 1:1 2832.00 Sqmt 353.98

(1 cement : 1 sand) including making necessary cornices as directed

36 Wall painting two coats with weather proof acralic emulsion APEX

type paint of approved brand & manufacture and of required shade on

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

primery coat with alkaly resistance primer of approved brand after 2932.00 Sqmt 122.14

throughly brushing surface to remove all dirt and remains of loose

powdered materials etc comp. for all height.

37 Providing & fixing M.S. grills of required pattern in gaps of openings

including frame work etc. with one coat of red lead paint & two coats 1250.00 Kg 112.95

of oil paint etc. complete.

38 Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 mt openable length having 50 no rounds

per 6 mt length, upto 3mt height of wall with existing angle iron (50mm

x50mm x5mm )requird shaped As per Directed Engeenier in charge.

placed 2.4mt or 3.00mt apart and with 4 horizontal R.B.T. reinforced

barbed wire(3 mm) , stud tied with G.I. staples and G.I. clips to retain 520.00 Rmt 342.39

horizontal, including necessary bolts or G.I.barbed wire tied to angle

iron, all complete as per direction of Engineer-in-charge, with

reinforced barbed tape (R.B.T.)/Spring core (2.5 mm thick) and weight

43.478 gm/meter at compound wall for ESR M4/ intakewell.

39 Constructing cattle trap made from ISMC 100 border and G.I. Pipe

50mm dia HEAVY DUTY at 12 cm spacing by welding and necessary 12.00 Sqmt 4920.72

support of I.S.M.B. 100 x 75 x 6 section fixing in prepard chamber as

per drawing by necessary arrangement etc. Comp.

40 Providing and laying and fixing 50 mm thick expansion joint by hydro

cell semi rigid UV resistance with high performance laminated closed 13.00 Sqmt 1491.03

cell polythene foam joint filler in sheet foam as directed, etc. complete.

41 Excavation for foundation up to 1.50 MT depth including sorting out

and stacking of useful materials and disposing the excavated stuff up to 120.00 Cu.M 642.42

50 mt lead (E) Hard Rock

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

sorting out and stacking of useful materials and disposing off the 40.00 Cu.M 139.54

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

43 Filling in foundation and plinth with murrum or selected soil in layers of

20cm. thickness including watering, ramming and consolidating etc. 110.00 Cu.M 304.60

44 Providing and laying cement concrete 1:4:8 (1cement : 4 coarse sand :

8 B.T. stone aggregates 40 mm. nominal size) and curing complete 30.00 Cu.M 2825.98

excluding cost of from work in :(a) Foundation and plinth

45 Providing and laying controlled cement concrete M150 for curing

complete including cost of formwork but excluding the cost of 20.00 Cu.M 3792.73

reinforcement for reinforced concrete work in (A) Foundations,

footings,Base of columns,Plinth Slab and Mass concrete.

46 Providing and laying controlled cement concrete M250 and curing

complete including the cost of form work but excluding the cost of 10.00 Cu.M 7841.64

reinforcement for reinforced concrete work in Columns, pillars posts

and struts Column Up to Plinth Level

47 Providing and laying controlled cement concrete M200 and curing

complete including the cost of form work but excluding the cost of 10.00 Cu.M 5822.65

reinforcement for reinforced concrete work For Plinth Beams

48 Providing and laying controlled cement concrete M200 and curing

complete including the cost of form work but excluding the cost of 15.00 Cu.M 6175.93

reinforcement for reinforced concrete work in BEAMS For All Floor.

49 Providing and laying controlled cement concrete M200 and curing

complete including the cost of form work but excluding the cost of 15.00 Cum 6472.59

reinforcement for reinforced concrete work for Slab All floors

50 Providing and laying controlled cement concrete M-200 and curing

complete including the cost of form work but excluding the cost of 3.00 Cu.M 7430.57

reinforcement for reinforced concrete work For Lintels & Sill Level in

51 Providing and laying controlled cement concrete M-200 and curing

complete including the cost of form work but excluding the cost of 1.00 Cu.M 6298.92

reinforcement for reinforced concrete work For Chajja in All Floors

52 Providing and laying controlled cement concrete M-200 and curing

complete including the cost of form work but excluding the cost of 1.00 Cum 8363.97

reinforcement for reinforced concrete work in STAIR CASES for All floor

53 Proving & Fixing Chicken mesh for joint between brick work & RCC

work fixing with nail & GI washer as per director in Charge

54 Brick Work using Common Burnt Clay Building Bricks having crushing

strength not less than 35 Kg/sm. in super structure Above plinth level 30.00 Cu.M 4568.40

up to floor two level in cement mortar (1:6) ( 1 cement : 6 fine sand)

(Conventional) For All Floors

55 Providing throating or plaster drip and moulding to R.C.C. chhajja by

making 5mm to 15 mm wide groove as per design etc. complete

56 Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto 230.00 Sq.M 185.62

floor two level and finished even and smooth in (ii) Cement mortar 1:4

(1-cement :4-sand)

57 Providing 10mm thick cement plaster (mala troweled finish) in single

coat on Celling,& Soffits of Stair, concrete wall for interior plastering 160.00 Sq.M 162.01

finished even and smooth in (ii) cement mortar 1:3 (1 Cement : 3 Sand)

58 20 mm thick Sand faced Gutka cement plaster with 1x1 cm grooves as

suggested by this office consisting of 12 mm thick backing coat of C.M.

1:3 ( 1 cement : 3 coarse sand ) and 8 mm thick finishing coat of C.M. 100.00 Sq.M 360.57

1:1 ( 1 cement : 1 coarse sand) for all heights as directed etc.

59 Providing Water proofing Treatment on Sunk Slab including cement

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

aggregate 20mm nominal size) laid in one layer and finished with a 10.00 Sq.M 373.70

floating coat of neat cement average 50mm thick to Prepare slope

including water proofing chemical etc. Complete for Sunk Slab All Floor.

60 Providing and fixing G.I. Rain water spout of 50mm dia. and 30cm.

Length for Sunk Slab or as directed by Engineer in Charge etc complete. 2.00 No 101.91

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

& two coats of primer of approved brand and manufacture on new

wall surface to give an even shade including thoroughly brushing the 390.00 Sq.M 40.59

surface free from mortar dropping and other foreign matter and sand

papered smooth.

62 Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an even

shade including throughly brushing the surface free from mortar 230.00 Sq.M 84.82

droppings and other foreign matter and sand papered smooth.

63 Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on ceiling and soffits of slab surface to give an

even shade including throughly brushing the surface free from mortar 160.00 Sq.M 90.48

droppings and other foreign matter and sand papered smooth.

64 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

flooring treads of steps and landing laid on a bed of 12mm thick 70.00 Sq.M 1120.36

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush

pointing in white cement.

65 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1- 5.00 Sq.M 1195.02

cement : 3-coarse sand) and jointed with white cement slurry

66 Providing and laying Machine Cut free edges, Machine polished

Granite Stone slab 18 mm thick single peace For Stair,Steps,landing as

per design incl. full moulded round front edge and 1cm nosing and

necessary groove on trade of steps laid on 20 mm thick cement mortar 5.00 Sq.M 2395.72

1:6 (1 -cement : 6 coarse sand ) jointed with grey cement slurry

including rubbing,polishing & Finishing etc. complete

67 Providing and fixing machine cut, free edges, pre mirror polished Green

marble stone slab 18 mm thick (single piece not less than 150 cm ) for

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

including full moulded round inside edge and laid on 10 mm thick 10.00 Sq.M 2832.04

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

slurry including rubbing and polishing finishing etc. complete.

68 Providing and laying coloured matt finished Anti skid ceramic tiles of

the size 300 mm x 300 mm in skirting, risers of steps and landing laid

on a bed of 12 mm thick cement mortar 1:3(1-cement:3-coarse 6.00 Sq.M 1017.30

sand)finishing with flush pointing in white cement etc. complete.

Colour and Shade approved by Engineer-In-Charge

69 P & L Colour glazed vetrified tiles size 30 x 45 cm 6 mm thick in skirting

risers of steps and dedo on 10 mm thick cement plaster 1:3 (1- 30.00 Sq.M 1523.67

cement:3coarse sand) and jointed with colour cement slurry

70 Providing and laying water proofing treatment with china mosaic tiles

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

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

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

to be laid over cement mortar bedding of C M 1:3 (1 cement : 3 sand )

contain water proofing materials per bag of cement useas specified by 100.00 Sq.M 1164.53

manufactured and slops to be tempered to bring mortar up to surface

with using white cement and colour pigment including rounding of

junctions and extending them up to 15 cm along the wall and curing

with bends any patens or design as per drawing and cleaning by using

oxalic acid etc. complete.

71 Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP

depress panel shutter having extra reinforcement on sides & edges in

Gel coat finish. The core of the shutter & frame is to be filed up with

injected fire retardant grade polyurethene foam done in situ alongwith

embedded wooden pieces for stiffening & also taking hinges & fintures. 5.00 Sq.M 2377.76

The whole FRP frame & shutter is to be water proof weather proof,

termite proof & resistance to mild acid/alkali. Rates are to be inclusive

of S.S hinges with necessary screws & alluminium fixtures & fastenings

& fastener sleeve.

72 Providing and fixing Double shutter Pivoted door without frame 35 x

100 mm Ms pipe hollow frame work as shown in the desyailed design

double shutter specially designed hollow door with horizontal 25 X

mm. M.S. Sq. pipe bands at equal distance throughout the height of the 5.00 Sq.M 3533.99

frame as per the detailed designed provided by architect. with 19 mm.

marine ply with edge beading & laminate on both sides colour, pattern

and design of which is to be approved by Architect.

73 Providing and fixing 38mm Thick door Single shutter solid core finished

having factory fabricated std. Extruded aluminium colour anodized

hollow section Jindal 19552 weight not less than 1.116 kG/MT {Section

63.50 x 38 mm x 2.50 mm thick } for door frame, hollow portion of

door frame shall be filled with wood to be insert for durable grip of

door hinges, with factory made 38 mm.thick flush door both side 1 5.00 Sq.M 3785.48

mm thick pre laminated with 6 Lever Mortice lock {Godrej or

Equivalent), SS Aldrop 30cm long, SS Handle size 30 Cm Long, Tower

Bolt size 20 cm & Floor spring heavy duty etc. as per detail colour &

pattern apporoved by this office including necessary anodized

alluminum fixtures and fastenings.

74 Providing and fixing window having extruded aluminum Colour Powder

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

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

mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm

x 31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, 10.00 Sq.M 1705.67

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

with 5 mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing to frame as per details etc complete for window

75 Providing and fixing standared extruded of alluminium section of size

63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour anodized 5.00 Sq.M 1089.97

alluminium frame for ventilation with 3 mm thick Bajari glass as details

etc complete for Ventilation

76 Providing erecting and fixing double coated Syntex PVC. (ISI) water

tank of required capacity each with all necessary fittings and 2000.00 Liter 3.95

connection etc. complete on terrace.

77 Providing, laying and jointing in true line and level 110 diameter

U.P.V.C SWR (Type B) Pipe conforming to IS 13592-1992 with one end

plain and other end socketed with rubber ring, & fittings conforming to

ISI 14735-1999 of approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant, pipe shall be

fixed on wall using of PVC clamp of the size 110 mm diameter x 149 10.00 Rmt 897.79

mm length x 145 mm height at every 2000 mm centre to centre or shall

be concealed in walls as directed including necessary fittings such as

bends, "Y" "T" shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

78 Providing, laying and jointing in true line and level U.P.V.C. SWR Type B

Pipe conforming to IS 13592-1992 with one end plain and other end

socketed with rubber ring, & fitting conforming to IS 14735-1999 of

approved make for drainage system pipeline, pipe shall be jointed with

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

Clamp of the size 160mm dia x 210 mm length x 196 mm high at every 10.00 Rmt 834.38

2000 mm centre to centre or shall be concealed in walls as directed

including necessary fittings such as bends, shoes, tees, etc. including

testing of pipes and joints and jointed with adhesive solvent cement

including cost of all materials (i) 160 mm dia

79 Providing laying and jointing in true line and level 50mm dia. U.P.V.C.

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

SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every 10.00 Rmt 195.67

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

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

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

SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every 5.00 Rmt. 148.12

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials. 40mm dia

81 Providing laying and jointing in true line and level 25mm dia. U.P.V.C.

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

SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of clamp at every 10.00 Rmt. 91.84

two metre C/C or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials. 25mm dia

82 Providing and fixing concealed centre point to wall ceiling & floor CPVC

(SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for

potable water of following dia. Nominal bore tube fitting and clamps 10.00 Rmt. 253.82

including making good the wall, ceiling, and floor, etc. complete 25 mm

83 Providing and fixing concealed centre point to wall ceiling & floor CPVC

(SDR 13.5) Pipe having National Sanitation Foundation (NSF) seal for

potable water of following dia. Nominal bore tube fitting and clamps 10.00 Rmt. 170.36

including making good the wall, ceiling, and floor, etc. complete 15 mm

84 Providing and fixing Gun metal check or non-return full way wheel

valve.(E) 40mm dia.

85 Providing and fixing Gun metal check or non-return full way wheel

valve.(C) 25mm dia.

86 Providing and fixing ball cock of approved. quality as directed.(A)

Copper Metal (ii) 50mm dia.

87 Providing and fixing wash down water closet (European W.C. Pan) with

integral P or S trap and PVC dual flush tank with complete fittings

including cutting holes in walls and making good the same connecting

the flush bend with cistern and closet etc. complete including plastic 1.00 No 3227.96

seat cover, water jet and including jointing trap with Waste pipe overall

size as per the selection of the Model by E.I.C. or as approved}

88 Providing & fixing of first quality (ii) Flat Back washbasin 550 mm x

400mm size. (i) In white colour. including with approved sanitary grade

material with C.P waste coupling, waste pipe, 15mm dia Pillar & Stop 1.00 No 2147.26

Cock of approved brand with connection 15mm dia flexiable pvc pipe

89 Providing and fixing screw down bib taps of following size.(B) Brass

chromium plated screws down Bib Tap. (i) 15mm dia.

90 Providing and fixing brass screw down stop tap.(A) 15mm dia. make as

approved by Engineer In Charge.

91 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal diameter of self cleansing 2.00 No 600.23

design with C.I scread down or hinged grating including the cost of

cutting and making good the walls.

92 Providing and fixing Jet spray to connect wall mount w.c with 1.5 mtr

long plc. heavy duty supply pipe with two side male female checknut 1.00 No 308.99

93 Providing and fixing S.W. Gully trap with C I grating brick masonry

chamber and water tight C I cover with frame of 300 x 300 mm size 1.00 No 1246.92

(inside) with standard weight (i)square mouth traps (C) 150 mm x

mm size P or R type

94 Providing and fixing C.P. brass towel rail complete with C.P. Brass

brackets fixed to wooden plugs with C.P. Brass screws, (B) 600mm x 20 1.00 No 616.42

95 Providing and fixing 600mm x 450mm Bevelled edge glass mirror of

superior glass mounted on 6mm the A.C. sheet or plywood sheet & 1.00 No 859.41

fixed to wooden plugs with C.P. brass screws and washers.

96 Providing and fixing in position PVC cowel went to pipes.(C) 160mm dia

97 Providing and fixing in position PVC cowel went to pipes.(B) 110mm dia.

98 Providing and fixing to wall, ceiling and floor 10.0 Kg f/cm2 working

pressure polyethylene pipes of the following outside dia. Low density,

complete with special flange compression type fittings wall clamps etc. 5.00 Rmt. 339.05

including making good the wall, ceiling and floor. (G)110 mm

99 Constructing brick masonry chamber for under ground C.I. Inspection

chamber and bends with bricks having crushing strength not less than

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

mm. Internal dimensions, Total weight of cover with frame to be not

less than 38 Kgs. weight of cover 23 Kg. and wt. of frame 15 Kg) R.C.C.

top slab with 1:2:4 mix(1 cement : 2 coarse sand : 4 graded stone 5.00 No 3660.76

aggregate 20 mm. size ) foundation concrete 1:5:10 inside plaster

mm. thick with cement mortar 1:3 finished smooth with a floating coat

of neat cement on walls & abed concrete etc. complete.(ii) Inside

dimensions, 500 mm. x 700 mm. and 450 mm. Deep for pipe line with

one or two inlets.

100 Applying general insecticide pest control treatment to floors,

cupboards etc. including labour material etc. complete. Using

Imidacloprid 30.5 SC As Per IS 6313 part-III (0.075% Concentration by 130.00 Sq.M 43.97

mass) is recommended 10.5 ml chemical dilute with 5 litters of water

application 0.5 Litre chemical / Sq.M of surface is recommended as per

101 Providing and laying (Two level or slopes) and jointing with stiff

mixture or cement mortar in proportion 1:1, salt glazed stone ware

pipes including testing of pipes and joints etc. complete and Providing

and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded 10.00 Rmt 564.52

stone aggregate 40mm nominal size) bedding for stoneware pipes

(166mm Ave. bed thickness) of following internal diameters with

necessary formwork and curing complete.(B) 150mm dia.

102 Providing and laying (Two level or slopes) and jointing with stiff

mixture or cement mortar in proportion 1:1, salt glazed stone ware

pipes including testing of pipes and joints etc. complete and Providing

and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-Graded 20.00 Rmt 352.74

stone aggregate 40mm nominal size) bedding for stoneware pipes

(166mm Ave. bed thickness) of following internal diameters with

necessary formwork and curing complete.(B) 110mm dia.

103 Providing and laying (to level or slope) and jointing reinforced concrete

not pressure pipes IS class NP 2 of the following internal diameter with 20.00 Rmt 678.03

collars and nut ends prepared for collar joints including testing of joints

complete 300 mm dia

104 Providing and laying in trenches jointing in true line and level 50mm

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings make

PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by

Engineer In Charge, including necessary fittings etc. including testing of 20.00 Rmt 195.67

pipe and joints and fixing the same with adhesive solvent, including

cost of excavation & refilling the same with all materials.

105 Providing and fixing Safety Grills of required pattern for windows/door

using 16mm x 16 mm square M.S. polished bars, Required at required

spacing as per design and hold fast with coach bolts including one coat 150.00 Kg. 116.91

of primer and two coats of matt finished oil painting etc. complete.

106 Providing plinth protection to building including excavation in ordinary

soil and laying cement concrete 1:4:8 using stone aggregates of 40mm

nominal size in foundation layer 0.10 mt. thick below pre-cast Rubber

Dye inter locking concrete block 60mm thick with grade of concrete

M200 pneumatic compressed by mechanically pressed and as per

approved design including 75mm Sand layer for levelling and filling

the joint with sand in proper line and level etc. complete, Including

Providing and fixing pre-cast concrete kerb stone of grey cement based

concrete block 30cm length,30cm height and 15cm thick of M250

grade concrete as per approved design and including excavation for

fixing in proper line and level, filling the joint with C:M 1:3

(1cement:3fine sand) etc. complete.

In Words: Four Crore Fifteen Lakh Forty Seven Thousand Four Hundred Fifty Nine Rupees And Twenty One Paise Only.

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated

rate mentioned above. Amount of my /our tender works out as under.

* Estimated Amount * Estimated Amount

put to tender put to tender

Deduct :…………% Below Add :………%Above

In Words …………………………………… In Words………………………………

* (Please strike out whichever is not applicable).

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge

for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per

actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the

rate of input rate mentioned in all the tender.

5 The amount of dismentalled credit materials at Rs. 0 shall be deducted from first R.A. Bill.

6 The Contractor will have to submit the mix design for different grades of Cement Concrete & Asphalt at his own cost

before execution as directed and to be approved from the engineer in charge.

Dy. Executive Engineer Executive Engineer

Const. (R&B) sub Division Rajpipla (R&B) Division

Rajpipla Rajpipla