Civil Work

No. Figure Amount

1 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 3.00 No. 187.52

chowkhats architraves, holdfasts and other attachment etc. complete and

stacking them within all lead and lift. (i) Not exceeding 3 Sq.M. in area.

2 Dismentling steel work including distempering and stacking the materials with 1781.52 Kg. 3.76

all lead and lift.

3 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable 475.75 Sq.m. 47.94

materials and disposal of unserviceable materials with all lead and lift.

4 Removing dry oil bound distemper by a washing and scraping and sand 803.71 Sq.m. 11.26

papering the wall surface smooth including necessary repair to scratches

5 Demolition of terrace including stacking of serviceable materials and disposal of 142.09 Sq.m. 63.76

unserviceable materials with all lead and lift.(i) Brick tile covering.

6 Dismentling sanitary fittings like wash basin, W.C. pan Indian and European 2.00 No. 404.37

type, flushing tank etc. including stacking the materials with all lead and lift.

7 Demolition including stacking of serviceable materials and disposal of 0.83 Cum 1056.58

unserviceable materials with all lead and lift (i) R.C.C. work

8 Demolition of brick work and stone masonry including stacking of serviceable 11.09 Cum 549.49

materials and disposal of unserviceable materials with all lead and lift. (ii) In

Cement Mortar.

9 Excavation for foundation upto 1.50 mt depth including sorting out and stacking 136.72 Cum 228.79

of useful materials and disposing the excavated stuff for all lead and lift for all

sorts of soil.

10 Providing and laying cement concrete work 1:2:4 (1- Cement : 2- Coarse sand : 12.59 Cum 4188.47

4 graded stone aggregates 20 mm nominal size) and curing complete excluding

cost of formwork and reinforcement for reinforced concrete work in (A)

Foundations, footings, base or columns and mass concrete. (For PCC)

11 Providing and laying controlled cement concrete M-250 and finishing smooth 10.65 Cum 4708.29

with curing etc complete, including the cost of formwork but excluding the cost

of reinforcement for R.C.C. work in Foundations, footings base of columns &

mass concrete. (For Footing)

12 Filling available excavated earth (excluding rock) in trenches plinth side of 68.15 Cum 133.65

foundation etc. in layer not exceeding 20 cm in depth consolidation each

deposited layer by ramming and watering etc. complete.

thickness including watering, ramming and consolidating etc. complete.

14 Filling in plinth with sand under floors including watering, ramming, 7.55 Cum 471.69

consolidating and dressing complete.

15 Carrying out plinth treatment to post construction / existing structure by 454.69 Sq.m. 98.82

spraying chemical solution for termite control treatment including labour and

material consistent with ISI specifications. Using chlordene and Chiorpufiles

EC. As per 6131_paret-II concentration weight one percent is recommended

i.e. one litre 20 EC chemical emulsion with 19 litre give 1% concentration

inclusive of one litre chemical emulsion application at the rate of 5 litre chemical

/ Sq.m. of surface is recommended as per I.S.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

16 Providing and laying brick work using common burnt clay building conventional 20.79 Cum 4121.55

type bricks having crushing strength not less than 35 Kg./Sq.cm. in foundation

and plinth in cement mortar 1:6 (1 cement : 6 fine sand) including the cost of all

materials and labour charges etc. complete.

17 Providing and laying brick work using common burnt clay building conventional 34.78 Cum 4396.56

type bricks having crushing strength not less than 35 Kg/sq.cm. in super

structure above floor two level in cement mortar 1:6 (1 cement : 6 fine sand)

including the cost of all materials and labour charges etc. complete.

18 Providing and laying half brick work using common burnt clay building 9.55 Sq.m. 732.92

conventional type bricks having crushing strength not less than 35 Kg/Sq.cm in

cement mortar 1:3 (1 cement : 3 coarse sand) with 2 Nos. of 6 mm Mild steel

round bars after every three course embedded in cement mortar in foundation

and plinth including the cost of all materials and labour charges etc. complete.

19 Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6 6.86 Cum 3992.86

crushed stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Wall Caps / Coping

20 Providing and laying controlled cement concrete M-200 and curing etc. 2.78 Cum 7230.59

complete including the cost of form work but excluding the cost of

reinforcement in (C) Slabs landings shelves balconies, lintel -chhaja, beams,

girders and cantilever up floor to level. (For Lintel)

21 Providing and laying controlled cement concrete M-200 and curing etc. 1.77 Cum 6676.10

complete including the cost of form work but excluding the cost of

reinforcement in (C) Slabs landings shelves balconies, lintel-chhaja, beams,

girders and cantilever up floor to level. (For Chhajja)

22 Providing and laying controlled cement concrete M-200 and curing etc. 4.22 Cum 6432.41

complete including the cost of form work but excluding the cost of

reinforcement in (C) Slabs landings shelves balconies, lintel-chhaja, beams,

girders and cantilever up floor to level. (For G.F. slab)

23 Providing and laying controlled cement concrete M-200 and curing etc. 58.76 Cum 4693.47

complete including the cost of form work but excluding the cost of

reinforcement in (C) Slabs landings shelves balconies, lintel-chhaja, beams,

girders and cantilever up floor to level. (For Grade slab)

24 Providing I.S.I. Mark T.M.T. bar Fe-500D reinforcement for R.C.C. work 4795.23 Kg. 77.29

including bending, binding and placing in position complete upto all floor level.

25 Providing & fixing 35 mm thick Single shutter flush door solid core finished with 9.87 Sq.m. 7015.46

both side 1 mm thick lamination both side like 'NOVAPAN 'or equivalent, of

natural wood grain shade as approved by this office having telephone black

granite 18 mm thick frame with double stone including fixed ventilation above

lintel level as per drawing and as per the instruction of Engineer in charge with

necessary SS hinges and fixtures etc. complete.

26 Providing and fixing window having extruded aluminum colour anodized section 28.80 Sq.m. 3075.45

frame main outer size 95mm x 24mm x 1.17mm (@ Wt. 0.738 Kg/mt),

horizontal three track member size 92mm x 31.75mm x 1.30mm (@ Wt.

Kg/mt), vertical member of size 92mm 31.75mm x 1.50mm (@ Wt. 1.06 Kg/mt)

with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm (@

Wt. of 0.456 Kg/mt), vertical member of size 40mm x 18mm x 1.29 mm (@ Wt.

of 0.456 kg / mt) with 5 mm thick transparent bronze colour tinted float glass

with powder coated aluminum fittings and fixtures and transparent silicon

sealant glass fixing including granite frame as per details etc. complete.

27 Providing and fixing louvered type ventilators with powder coated aluminum 0.54 Sq.m. 13733.98

fittings and fixtures and Blur glass fixing to adjustable louvers and black granite

frame as per details and executed as per directed by Engineer in charge.

28 Providing and fixing M.S. grills of required pattern to wooden / Marble / Granite 598.54 Kg. 112.11

/ Stone frames of windows etc. with M.S. flats at required spacings and frame

alround, square or round bars with round headed bolts and nuts or by screws

(A) Ornamental Grill.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

29 Providing and laying 24" x 24" vitrified 8 mm thick tiles flooring over 20mm 15.95 Sq.m. 1451.16

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including dismentaling

of existing flooring and jointed with color cement slurry including finished with

flush pointing & cleaning the surface etc. complete for light shade.

30 Providing and laying 24" x 24" vitrified 8 mm thick tiles flooring over 20mm 9.14 Sq.m. 1432.78

(average) base of cement mortar 1:6 (1 cement : 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including dismentaling

of existing flooring and jointed with color cement slurry including finished with

flush pointing & cleaning the surface etc. complete for anti skid.

31 Providing and laying polished Kota stone slab flooring over 20mm (average) 479.86 Sq.m. 1001.14

thick base of cement mortar 1:6 (1-cement : 6 coarse sand) or L.M. 1.1.5 (1-

Lime putty : 1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and polishing

etc. complete. (A) 25mm thick

32 Providing and laying Vitrified tiles 8 to 10 mm thick, 24'' x 24'' in skirting, risers 42.36 Sq.m. 1169.98

of steps and dedo on 10mm thick cement plaster 1:3 (1 cement : 3 coarse

sand) and jointed with white cement slurry for dedo.

33 Providing 15mm thick cement plaster in single coat on rough (similar) side of 183.51 Sq.m. 171.21

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:4 (1 cement : 4 sand) including

galvanised iron chicken mesh complete (Interior Plaster)

34 Providing 15mm thick cement plaster in single coat on rough (similar) side of 8.79 Sq.m. 196.64

single or half brick walls for interior plastering upto floor two level and finished

even and smooth in cement mortar 1:4 (1 cement : 4 sand) including

galvanised iron chicken mesh complete (Ceiling Plaster)

35 Providing 20mm thick sand faced cement plaster on walls upto height 10 410.42 Sq.m. 337.52

metres above ground level consisting of 12mm thick backing coat of C.M. 1:3

(1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete (For Exterior Plaster)

36 Providing throating or plaster drip and moulding to R.C.C. Chhajja. 43.74 Rmt. 42.02

37 Providing and fixing fabricated Ladder including Stringer, stairbase, made using 1.00 No. 9494.00

various member of mild steel like hollow box section 75 x 50 x 3mm for

Stringer, 50 x 50 x 3 for Step, MS plate and Pedestal CC block (350 x 350 x

500mm) and other as per design including all hardware, fixture, welding, cutting

having minimum weight of 160 kg and assemble with two coat of red oxide

primer and two coat of paint complete as per directed by engineer in charge.

38 Providing and laying BBCC of 75mm thick layer in C.M. (1:3) including spraying 163.57 Sq.m. 731.88

i.e. Perma or other with leveling complete for ready base of china mosaic

treatment.

39 Providing and cement vata (10cm x 10cm size) quarter round in cement mortar 79.19 Rmt. 24.28

1:1 including neat cement finishing watering etc. complete.

40 Providing and laying broken china mosaic flooring for terrace using 12 mm to 154.87 Sq.m. 765.97

20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain

or slope and to be tempered to bring mortar creme out upto surface using white

cement including rounding off junctions and extending them upto 15 cm along

the wall, clearing with water and oxalic acid etc. as directed.

41 Providing and fixing in position cowel went to pipes. (B) 75mm dia. as directed. 2.00 Each 393.04

42 Applying priming coat over new steel and other metal surface after and 34.25 Sq.m. 35.71

including preparing the surface by throughly cleaning, oil, grease, dirt and other

foreign matter and scoured with brushes fine steel wood, scrapers and sand

paper with ready mixed priming paint brushing red lead.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

43 Painting two coats (excluding priming coat) on new steel and other metal 34.25 Sq.m. 90.00

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface of all dirt, dust and other foreign matter.

44 Applying two coats of putty & two coats of primer of approved brand and 445.38 Sq.m. 40.59

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth. (For wall putty)

45 Applying two coats of putty & two coats of primer of approved brand and 177.99 Sq.m. 42.72

manufacture on new wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping and other foreign matter and

sand papered smooth. (Ceiling Putty)

46 Wall painting two coats with plastic emulsion paint of approved brand and 445.38 Sq.m. 122.40

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth. (Interior Wall Paint)

47 Wall painting two coats with plastic emulsion paint of approved brand and 177.99 Sq.m. 86.26

manufacture on wall surfaces to give an even shade including throughly

brushing the surface free from mortar droppings and other foreign matter and

sand papered smooth on ceiling. (Ceiling Paint)

48 Finishing wall with weather proof exterior emulsion paint on wall surface (two 535.63 Sq.m. 131.74

coats) to give an required shape even shade after thoroughly brushing surface

to remove all dirt, dust and remains of loose powdered materials etc. complete.

(Exterior Wall Paint)

49 Providing, laying and jointing in true line and level I.S.I. mark 40mm dia. 45.00 Rmt. 148.12

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

50 Providing, laying and jointing in true line and level I.S.I. mark 32mm dia. 30.00 Rmt. 119.15

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

51 Providing, laying and jointing in true line and level I.S.I. mark 25mm dia. 45.00 Rmt. 91.84

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

52 Providing, laying and jointing in true line and level I.S.I. mark 15mm dia. 30.00 Rmt. 72.65

U.P.V.C pipe (Sch-40) for cold water including fitting as approved by Engineer

in charge. Pipe shall be fixed on the wall with held of clamp at every two meter

c/c or shall be concealed as directed including necessary fitting etc. including

testing of pipe and joints and fixing the same with adhesive solvent including

cost of all materials.

53 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 30.00 Rmt. 660.58

C.P.V.C. (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

for potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete. (F) 50 mm dia.

54 Providing and fixing concealed center point to wall, ceiling and floor I.S.I. mark 30.00 Rmt. 253.82

C.P.V.C. (SDR 13.5) PIPE having National Sanitation Foundation (NSF) seal

for potable water of following dia. nominal bore tube fittings and clamps

including making good the wall, ceiling and floor etc. complete. (B) 25 mm dia.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

55 Providing, laying and jointing in true line and level I.S.I. mark 160mm diameter 30.00 Rmt. 834.38

U.P.V.C. (Type B) confirming to IS 13592 -1992 with one end plain and other

end socketed with rubbering & fitting confirming 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

160mm diameter x 210mm length x 196mm high at every 2000mm center to

center or shall be concealed in wall as directed including necessary fitting such

as bends, shoes etc. including testing of pipe and joints and jointed with

adhesive solvent cement including cost of all materials.

56 Providing, laying and jointing in true line and level I.S.I. mark 110mm diameter 26.50 Rmt. 856.03

U.P.V.C. SWR Type B pipe confirming to IS 13592 -1992 with one end plain

and other end socketed with rubbering & fitting confirming 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 110mm diameter x 149mm length x 145mm high at every 2000mm

center to center or shall be concealed in wall as directed including necessary

fitting such as bends, shoes etc. including testing of pipe and joints and jointed

with adhesive solvent cement including cost of all materials.

57 Providing and fixing screw down bib taps of following size (A) Brass screw 5.00 No. 186.83

down bib tap polished bright (i) 15mm dia. as approved by Engineer in charge

for all floors.

58 Providing and fixing screw down bib taps of following size (A) Brass screw 6.00 No. 214.81

down bib tap polished bright (ii) 20mm dia. as approved by Engineer in charge

for all floors.

59 Providing and fixing pillar tap, capstan head screw down high pressure with 2.00 No. 354.69

screw, shanks and back nuts (B) 20mm dia. as directed by Engineer in charge.

60 Providing and fixing chromium plated brass half turn flush cock of approved 6.00 No. 263.77

quality including fixing in pipe line etc. complete. (ii) 25mm dia. as directed by

Engineer in charge.

61 Providing and fixing Gun metal check or non return full way wheel valve. 40 mm 6.00 No. 663.43

62 Providing and fixing Gun metal check or non return full way wheel valve. (C) 25 5.00 No. 420.63

63 Providing and fixing C.P. brass towel rail complete with C.P. brass brackets 3.00 No. 616.42

fixed to wooden plugs with C.P. brass screws.(B) 600 mm x 20 mm size.

64 Bevelled edge mirror 600mm x 450mm 3.00 No. 233.67

65 Providing and fixing Granite of 18 to 20mm thick having minimum single piece 2.00 No. 9136.46

length of 210mm to be fixed on Walls to act as wash basin, including fixing the

same using cement mortar in proportion 1:1 etc. complete necessary groove in

walls by machine, front side round the edge and cutting hole in granite stone for

wash basin, Computer wire, including rubbing and polishing finishing jointed

with grey cement slurry including rubbing and polishing finishing etc. complete

with all labour & material & equipment etc. completed as directed by Engineer-

in-charge (A) Granite slab 18mm thick

66 Providing and laying wash down water closet (European type Wall hung W.C. 2.00 No. 10261.60

pan) Florentine series FLS-WHT 0111B including providing and fixing

metropole flush cock seat cover, jet wash etc. complete unit of jaquar branch

(or equivalent) including installing and fitting as per manufacturers standards by

skilled trained plumber including testing etc. complete quality and brand as

approved by Engineer in charge.

67 Providing and fixing Urinal or approved quality including connecting the Urinal 2.00 No. 1062.18

with waste pipe, tap etc. complete. (A) White earthenware flat back or corner

type size 430mm x 260mm x 350mm.

68 Jet spray heavy duty with S.S. Braided hose 60 cm long 2.00 No. 308.99

69 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain with jail of the 6.00 No. 572.32

following nominal diameter of self cleansing design with C.I. screwed down of

hinged grating including the cost of cutting and making good the walls. (i)

100mm dia.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

70 Providing erecting and fixing double coated I.S.I. mark water tank of required 3000.00 Litre 3.95

capacity each with all necessary fittings & connection etc. complete on terrace

as directed.

71 Providing and fixing ball cock of approved quality as directed. (A) Copper metal 2.00 No. 189.84

(ii) 50 mm dia.

72 Providing and fixing precast Rubber Dye / steel Dye inter locking concrete block 48.20 Sq.m. 704.07

60mm thick with grade of concrete M-300 pneumatic compressed / vibrated

mechanically and as per approved design confirming to IS 15658 :

including 35 mm sand layer for levelling and filling the joint with sand in proper

line and level as per guidelines of IRC : SP 63-2018 etc. complete.

73 Place identification sign :- Providing and fixing sign board made out of 2mm 2.00 No. 14085.46

aluminium sheet / 4mm ACP (Alluminium composite panel) size 150 x 90cms.

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

process & acid etching coated with one coat of epoxy primer and two coats of

best quality epoxy paint, reflectorised with high intensity prismatic grade retro

reflective sheeting of Type-11 as per ASTM D-4956 and latest M.O.R.T.H.

specification, 4.0 mt. long (2 Nos.) stand post and iron angle of 75 x 75 x 6 mm

/ 65NB circular M.S. pipe required and frame fabricated from suitable size iron

angle of 35 x 35 x 3 mm, painted with best quality epoxy coating in black and

white bends. The details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60 cms for each leg, including excavation curing etc. complete

under the supervision of Engineer-in-charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer & a certified copy of

years outdoor exposure test

report from third party test lab for the product offered shall be

submitted by contractor (A) Class-C Type-11 Retro reflective sheeting.

74 Constructing brick masonary chamber for under ground C.I. Inspection 2.00 No. 3660.76

chamber and bends with bricks having crushing strength not less than

Kg/cm2 in C.M. 1:5 C.I. cover with frame (light duty) 455 mm x 610 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 aggregate 20 mm. size) foundation

concrete 1:5:10 inside plaster 15 mm. thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed concrete

etc.complete. (ii) Inside dimensions 500mm x 700 mm and 450mm deep for

pipe line with one or two inlets.

75 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse 1.00 Each 19349.63

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

1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement : 2-Coarse sand :4-stone aggregate 20mm

nominal size) finished smooth complete including curing and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.) (A) With 230mm thick walls of

brick masonry using brick having crushing strength not less than 35 Kg. /

Sq.cm. in cement mortar 1:5 (1 cement : 5 coarse sand) (2) B type depth

Metre for 150mm diameter sewer.

76 Providing and fixing rolling shutters of approved make made of 80 mm wide 12.01 Sq.m. 3680.12

M.S. laths inter-locked together through heir entire length and jointed together

at the ends by end locks mounted on specially designed pipe shaft with bracket

plates, guide channels and arrangement for inside and outside locking with

push-pull operation including the cost of hood cover and sprig etc. complete (A)

Shutters having width below 3.5 mt. with 1 coat of primer and 2 coat of paint

finish as per directed by engineer in charge

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

77 Providing, supplying and fixing Marble frame Takti / Momento made from Pink 3.20 Sq.m. 20200.00

Bansi paharpur stone frame and takti from black marble including engraving

base and joint with white / black colour cement mortar & putty including all

labour, material and transportation. (As per directed by Engineer in charge)

78 Structural steel work (Confirming to IS 4923-1997) riveted, bolted or welded in 1625.00 Kg. 131.15

builtup for all type sections, in framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer all complete as

per the structural designs and directions of Engineer in charge. Column (122 x

79 Drilling of 215mm dia. bore in over burden strata (0-30) including lowering and 75.00 Mtr 300.00

fixing of 175 mm nominal dia UPVC pipe/175 mm dia ERW pipe upto required

depth and further drilling of 165mm dia bore hole in rocky strata by DTH rig.

80 Providing & supplying 175mm nominal dia. UPVC “CS” type pipe as per 30.00 Mtr 906.00

IS:12818 and as per detailed technical specification.

81 Electric motor driven borewell submersible pump set conforming to I.S. 8034 1.00 Set 18756.00

and motor conforms to IS-9283 working at 3 phase 400/440 volt 50 C/S A.C.

supply & 2900 R.P.M. discharge 240 LPM and 72 mtr Head, 7.5 hp Cat.

82 SITC of D.O.L starter up to 7.5 H.P. 1.00 Set 8383.00

83 Providing & supplying Flat PVC cable size 4.0 sq.mm as per IS 694 with BIS 60.00 Mtr 87.00

mark and as per detailed technical specification.

84 Heavy duty, 50 mm dia. G.I. Column pipe both end threaded having length 60.00 Mtr 537.00

approximate 3 mtr. confirming to IS 1239 (Part-1) with coupling at one end.

85 Providing, supplying and fitting ISI mark CI D/F Sluice Valves as per IS:14846 1.00 No. 2316.00

(Latest Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. PN-1 With hand

wheel /cap operated (PD type short body) 50 mm

86 Providing, supplying & fitting ISI mark CI D/F Reflux Valves as per IS:5312 1.00 No. 3307.00

(Latest Edition) of following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. Reflux valves PN

1.0 IS 5312 with ISI mark 50 mm

87 Lowering of Submersible motor pump set complete with required nos and size 1.00 Job 2500.00

of Column pipe erected by means of proper chain pulley block & pipe wrenches

after checking of threads of each pipe with coupling to take the load of the

pumpset and pipe assembly filled up with water with trail testing..

88 Clamps made from MS plate with 3 holes on either side with nuts & bolts of 1.00 No. 560.70

standard make and suitable size 450 mm x 65 mm x 10 mm flat suitable to

mm dia. pipe.

89 Supply of TOP & BOTTOM accessories of 50 mm dia. 1.00 No. 1740.00

90 R&B Approved make ELCBs / RCCBs conforming to IS:12640 and having 1.00 No. 2610.00

sensitivity of 30 mA and Short Circuit with stand capacity of 10 KA and suitable

for operation on 3 phase and neutral 415V. having characteristic of quick action

& tripping with all advance feature & do not incorporate any electronic

component for following Max. rating erected as directed. 40 Amp. Cat.III

91 Electrical wiring & fitting charges of electric meter, 40Amp fuse, control panel 1.00 Job 2500.00

etc. including erection of the above items on wooden board, cost of material

and all liasioning work for getting electric connection from concerned Vij

92 Pumping test of the tubewell by sub mersible pump of adequate capacity for 1.00 Job 17250.00

165 mm DTH bore.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

93 Providing and fitting readymade prefabricated portable chemicalized ferro 1.00 Job 12187.50

concrete mini panel having outer size 110 x 50 x 190 cm with necessary fitting

for electic panel mounting complete as per detailed specification and drawing.

94 Three Phase GEB power charges. 1.00 Job 14000.00

95 Excavation for foundation for depth from 1.5 mt. to 3.0 mt. including sorting out 47.00 Cum 166.44

and stacking of useful materials and disposing off the excavated stuff upto

Meter lead (B) Dense or Hard soil.

96 Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out 15.40 Cum 178.58

and stacking of useful materials and disposing off the excavated stuff upto

Meter lead (B) Dense or Hard soil.

97 Providing and laying controlled cement concrete M-150 for curing complete 3.10 Cum 3864.13

excluding cost of formwork and reinforcement for reinforced concrete work in

(A) Foundations, footings, base of columns and mass concrete.

98 Half brick thick honey comb brick work with common burnt clay building bricks 69.04 Sq.m. 315.26

having crushing strength not less than 35 Kg/Sq.cm. (i) In cement mortar 1:4 (1

cement : 4 coarse sand)

99 Providing and laying controlled cement concrete M-200 and curing etc. 1.10 Cum 6336.74

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in beam upto floor two level for G.F.

100 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size having weight not 2.00 No. 958.17

less than 35 Kg.

101 Providing, laying (to level or slopes) and jointing reinforced concrete light duty 49.00 Rmt. 254.89

non-pressure pipes I.S. class NP-2 of the following internal diameter with

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

complete. (B) 150mm

102 Constructing brick masonry chamber for underground C.I. Inspection chamber 2.00 No. 2932.93

and bends with bricks having crushing strength not less than 35 Kg/Cm2 in

C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm internal dimensions

total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.)

and Wt. of frame 15Kg.) (R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat

of neat cement on walls and bed concrete etc. complete. (i) Inside dimensions

455mm x 610mm and 450mm deep for single pipe line.

103 Constructing brick masonry chamber for underground C.I. Inspection chamber 2.00 No. 7180.44

and bends with bricks having crushing strength not less than 35 Kg/Cm2 in

C.M. 1:5 C.I. cover with frame (light duty) 455mm x 610mm internal dimensions

total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.)

and Wt. of frame 15Kg.) (R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat

of neat cement on walls and bed concrete etc. complete. (iii) Inside dimensions

600mm x 850 mm and 450mm deep for pipe lines with three or more inlets.

104 Providing, laying (to level or slopes) and jointing reinforced concrete light duty 30.00 Rmt. 356.73

non-pressure pipes I.S. class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing of joints complete. (C)

105 Filling in foundation and plinth with brick bats, chhara in layers of 20cm. 6.20 Cum 615.57

thickness including watering, ramming and consolidating etc. complete.

106 Providing and fixing PVC SWR Nahni trap IS-14735 for drain - 75 mm diameter 10.00 No. 560.90

with jali of the following nominal diameter of self cleansing design with C.I

screwed down or hinged grating including the cost of cutting and making good

the walls.

It. Rates in Total

Description of Item Qty. Unit

No. Figure Amount

107 Supplying and erecting MS fencing compound wall made from box section 50 x 136.96 Sq.m. 2383.40

50 x 3 mm as vertical post and top bottom L angle 25 x 25 x 3 mm all are

covered with crimp jali of heavy gauge and finish with 2 coat of primer and

coat a color including all material (hardware, fixtures and all) and labour as per

directed by Engineer incharge.

108 Providing and fixing M.S. grill entrance gate of predetermine design including all 9.50 Sq.m. 3817.80

material like hinges, roller, stopper, rail head, handle etc. having coat of red

109 Steel work, welded in built up sections framed work including cutting, hoisting, 2.29 Qtl. 9108.48

fixing in position and applying a priming coat of red lead paint. (A) In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins connected to

common rafters and the like.

TOTAL Rs.

i.e. Rs. Thirty Eight lacs Fifty Six thousand Two hundred Fifteen and Fourty One paisa only.

I/We am/are willing to carry out the work @ ______________ % 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 put to tender Estimated amount put to tender

Deduct………% below Add………% Above

Net Rs. ___________________________ Total Rs. ________________________

In words ____________________ In words ____________________

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 Contractor will have to submit the all required mix design at his own cost before execution as

directed and to be approved from the Engineer in charge.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and

found order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

Dist. (R & B) Sub Division No. 2, Dist. (R & B) Division, Dist. (R & B) Division,

Vadodara Vadodara Vadodara