Devlopment Work (Civil Work) Of Sola Lake & Diff.lake located in Gota & Other Wards of NWZ.

NAME OF WORK :- Devlopment Work (Civil Work) Of Sola Lake & Diff.lake located in Gota & Other Wards of NWZ.

Sr. No Description of Item Quantity Rate (Rs.) Unit Amount (Rs.)

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

off the excavated stuff upto 50 Meter lead.(B) Dense or

Hard soil (04001B)

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil (04002A)

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil (04003B)

Extra for additional depth more than 5.0 m for excavation

for foundation including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 m

lead.(B) Dense or Hard soil (04004B)

Earth Work (Manually)

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing

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

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil (04B002A)

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(A)

Loose or soft soil (04B003A)

Excavation Work

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting if

8.) required as per required gradient and line including

safety provisions using site rails and stacking excavated

stuff including up to all required lead cleaning the site etc.

a complete for alldepth.

0 to 1.5 meter lifts and strata as specified. In all sorts of 50.00 79.46 Cmt

b 1.5 to 3 meter depth. 15.00 87.5 Cmt

c 3 to 4.50 meter depth. 10.00 91.96 Cmt

d 4.50 to 6.00 meter depth. 1.00 97.32 Cmt

Filling available excavated earth (excluding rock) in

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

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering. (4006)

Filling in foundation and plinth with murrum or selected soil

10.) in layers of 20cm. thickness including watering, 15.00 286.2 Cmt

ramming and consolidating etc. complete (04008A)

Filling in foundation and plinth with brick Bats Chhara in

11.) layers of 20cm. thickness including watering, remming 10.00 594.61 Cmt

and consolidating etc. complete (04009A)

Boring holes 3.5 m deep in ordinary soil (for cast in situ

piles) and getting out the soil and disposal of the surplus

excavated soil as directed within a lead of 50 Meter for

following diameter of pipes.(iii) 300 mm (04010C)

Extra for under reaming inside the bore Holes for under

reamed piles of following Diameter.(iii) 300 mm (04011C)

Empty Boring through all sorts of strata for providing

mt. diameter RCC bored piles to required depth including

14.) providing necessary casing pipe with all plants and 10.00 451.25 Rmt

equipments as required complete(excluding Concrete &

Providing and casting in situ machine mixed controlled

cement concrete M-35 for RCC bored piles 0.6mtr.dia.

15.) Using Tremie Pipe including necessary 1.00 3670.59 Cmt

flushing,dewatering ,formwork ,transporting , compacting,

vibrating, curing and finishing including all leads & lifts

Providing asandperinstalling

in situ (single

reamed piles of specified diameter and length

16.) below pile cap, excluding the cost of Concrete,

steel reinforcement but including the cost of boring with

bentonite solution and the length of the pile to be

400 mm dia.inPiles

pile cap etc. all complete. (Length of pile 5.00 638.83 Rmt

b 450 mm dia. Piles 5.00 705.03 Rmt

Extra over single under ream for providing

additional bulbs in under reamed piles, under

17.) specified diameter excluding the cost of Concrete, 0

steel reinforcement (only the nos. of extra bulbs

are to be paid).

a 400 mm dia. Piles 5.00 813.05 Each

b 450 mm dia. Piles 5.00 1103.43 Each

18.) cement concrete (PCC) 0

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

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (05003A)

Providing and laying cement concrete 1:4:8 (1- Cement : 4-

coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth (05004A)

Providing and laying cement concrete 1:5:10 (1-

Cement:5-Coarsesand:10- hand brokenstone

21.) aggregates 40mm no minalsize)and curing complete 5.00 2492.51 Cmt.

excluding cost of formwork in (A) Foundation and

Plinth(Sor-2021-22 Item

TMT Bar Chapter-5) 0

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

work including bending, binding and placing in position

Provdg. & laying ordinary cement concrete 1:1.5:3 (1

cement : 1.5 coarse sand : 3graded stone aggregates

23.) mm nominal size) for R.C.C. linted including finishing 2.00 4610 Cmt.

smooth with curing etc.complete including the cost of

form work but excluding the cost of reinforcement.

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and

24.) reinforcement for reinforced concrete work in (A) 1.00 3871.39 Cmt

Foundations, footings,Base of columns and Mass

concrete (05023AA)

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

25.) reinforcement for reinforced concrete work in (A) 1.00 4238.04 Cmt

Foundations, footings, Base of columns and Mass

concrete.(05025AA)

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

26.) reinforcement for reinforced concrete work in (B) Walls, 1.00 4519.88 Cmt

from top of foundation level upto floor two

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

27.) reinforcement for reinforced concrete work in (D) 1.00 4593.91 Cmt

Columns, Pillars posts and struts, upto floor two

level(.05025DA)

Providing and laying in position Ready Mixed M

grade concrete for reinforced cement conctere work

28.) using cement content as per approved Design Mix 3.00 4793.1 Cmt

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to

Providing and continuous agitated Ready

laying in position mixer, manufactured

grade concrete for reinforced cement conctere work

29.) using cement content as per approved Design Mix 25.00 4853.56 Cmt

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to

Providing and continuous agitated Ready

laying in position mixer, manufactured

grade concrete for reinforced cement conctere work

30.) using cement content as per approved Design Mix 3.00 5043.66 Cmt

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to

Providing and continuous agitated Ready

laying in position mixer, manufactured

grade concrete for reinforced cement conctere work

31.) using cement content as per approved Design Mix 3.00 5140.94 Cmt

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to

10 kms having continuous agitated mixer, manufactured as

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -

fine sand)in foundation and plinth (B)Conventional

Extra for brick work in superstructure above plinth level

upto floor two level (B) Conventional

Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm.in

Cement mortar1:4(1-Cement:4-coarse sand) in

foundation and plinth (B) Conventional

Providing formwork of ordinary timber planking so as to

give a rough finish including centering shuttering strutting

35.) and propping etc. Height of propping and centering below 100.00 171.68 Smt

supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and

Providing work of

formwork in.ordinary

(A) Foundations FootingssoBases

timber planking as to of

give a rough finish including centering shuttering strutting

36.) and propping etc. height of propping and centering below 10.00 229.95 Smt

supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and

plain concrete work in. (C) Vertical surface such as walls

(any thickness) partitions and the like including attached

buttresses & string course & the like. (09001CA)

MS work : Providing, fabricating, assembling, hoisting/

erecting and fixing in position at all heights/ all levels/ all

37.) floors/ all shapes & sizes with all leads & lifts using MS 1000.00 128.29 Kg

Rolled Steel Sections, Hollow sections, Tubular Sections,

MS Plates, Chequered Plates, MS Pipes, Perforated

ProvidingFlats, BrightGabion

& making Bars, structure

Angles, MS withSheet, Girder,

Woven Double Twisted Hexagonal Shaped Wire mesh

38.) Gabion Boxes as per IS 16014:2012,MORTH Clause 5.00 3584.5 Cmt.

2500,of required size, Mesh Type 10x12(D=100 mm with

tolerance of ± 2%) Zinic+PVCcoated, Mesh wire

diameter2.7/3.7mm, mechanically edged/selvedged with

Supplying and stacking of hard stone (for stone pitching)

22.5 cm thick at site.

Dry stone pitching 22.5 cm thick laid in courses and

required profile with hammer dressed stones having no side

40.) less than 15 cm, with minimum depth of 20 cm 7.00 487.3 Smt

including preparing the bedding surface etc. all complete.

(Payment for Stone to be made separately).

Labour charges for dry stone pitching of 22.5 cm. thick

including preparing the surface etc complete.

Providing and supplying,and jointing ISI mark only

standard length stoneware pipes of following class and

42.) diameter including excavation for laying of pipes, 0

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

Class AA stores, stacking etc. compl. (IS651/1989 or its 0

a 100 mm dia 10.00 165.52 Rmt

b 150 mm dia 10.00 242.98 Rmt

c 230 mm dia 10.00 400.54 Rmt

R. C. C. PIPE (Vertical Cast) Providing and supplying ISI

Standard R.C.C. pipes in standard lengths of following

43.) class and diameter suitable for either collar joints or 0

rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection

Class NP3loading, unloading,

Test Pressure 0.7conveyance

Kg/sq.cm to departmental 0

Lowering, laying and jointing R. C. C. pipes of following

diameters in proper position, grade and alignment at all

44.) level as directed by Engineer-in-charge including 0

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4 0

Providing and laying rubble soling of required thickness,

under trenches, pits,foundations etc. including hand

45.) packing, laying in proper grade, spreading, filling the 7.50 1900 Cmt

interstices with sand/quarry dust/grit including watering,

consolidation by rolling/ compacting mechanically with 3-

ton compactor etc lime,

charge of earth, complete

murrum,asbuilding

rubbish, manure, garbage, sludge, excavated rock, fly

46.) ash, aggregates of any kind executed outside the road site. 0

Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done within the

work siteupis to

a) Lead not1 payable.

b) Lead From 1Km to 2 Km. 0.25 30.94 Cu.M

c) Lead From 2 Km to 3 Km. 0.25 38.37 Cu.M

d) Lead From 3 Km to 4 Km. 0.25 45.52 Cu.M

e) Lead From 4 Km to 5 Km. 100.00 52.42 Cu.M

f) Lead From 5 Km to 10 Km. 100.00 78.54 Cu.M

g) Lead From 10 Km to 15 Km. 10.00 104.65 Cu.M

Providing and operation dewatering Pump including fuel

charges & operator Charges etc. as directed etc. comp.

47.) (Shift for Eight Hour) (For Each Pump Set, No payment 1.00 600 Shift

should be allowed for non working condition of

Hiring and operating Mud Pumps incl. Cost of fuel and

operator including the cost of to and fro transportation,

48.) laying of the delivery hoses as required, lowering and 2.50 16 H.P/Hr

lifting the pumps as and when required etc. complete.

Set Do As Directed. (No payment should be allowed for non

Hiring condition of machinery)

operating the 20 KV 3 Phase Electric

Generator for operating desilting machinery, and lighting

49.) and other requirements with Arranging diesel to run the 1.00 2800 Shift

D.G. Set Do As Directed. 8 Hrs Shift. (No payment

should be allowed for non working condition of

Providing & Supplying JCB Machine on rental basis in

case of emergency situation and break down type work &

50.) also during unavoidable condition as per instruction of 10.00 600 Hour

engg. in charge, rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-useful

Supplyingseparately

materials Pneumaticup to store.

Breaker (No payment

Machine for RCCshould be

Asphalt Demolishing Work on site by using Operator,

51.) fuel, power Supply etc. Complete as Directed. (No 1.00 600 HR.

payment should be allowed for non working condition of

machinery and for pipe line excavation and M.H. work.

Providingonly for break Hitachi

& Supplying down work)

Machine-110 capacity on

rental basis in case of emergency situation and break

52.) down type work & also during unavoidable condition as per 1.00 2000 HR.

instruction of engg. in charge, rate includes all nece.

shifting, fuel and operating charges . (No payment

Providingbe& Supplying

allowed for non Machine-200

Hitachi working condition

rental basis in case of emergency situation and break

53.) down type work & also during unavoidable condition as per 1.00 2700 HR.

instruction of engg.incharge , rate includes all nece.

shifting, fuel and operating charges. (No payment should

Providing non working

Supplying hydracondition of machinery)

carne Machine of 12 tone

capacity on rental basis in case of emergency situation and

54.) break down type work & also during unavoidable 1.00 5500 Per 8 hr Shift

condition as per instruction of engg. in charge, rate

includes all nece. shifting, fuel and operating charges.

(No payment should be allowed for non working condition

Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

55.) C.C.Channel (1:2:4), finished 15 mm thick cement plaster 0

inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber

0.60 cover etc.completed.

X 0.45 mt. size Inside Clear, Depth from 0.0 to 1.00 2261.61 No.

b 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 1.00 2874.11 No.

c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 1.00 3905.36 No.

Constructing Slab Type M.H. Chamber Of The Following

Size Including Excavation, Refilling, Brick Bats Cement

56.) Concrete (1:5:10) of thickness 15 C.M., CC Channel 0

(1:2:4) of thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft) In Cm 1:3,

a Finishing With

1.00 to 2.00 Cement

meter depth,Slurry,

(Slab atP/F 4 Mmlevel)

Ground Dia M.S.Steel 1.00 5651.79 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From 1.00 11395.54 No.

Constructing Slab type M.H. Chamber of the following

size including excavation, refilling, brick bats cement

57.) concrete (1:5:10) of thickness 15 C.M., CC Channel 0

(1:2:4) of thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft) in CM 1:3,

1.00 with meter

to 2.00 cementdepth,

4 mm dia M.S.Steel

Ground level) HDPE 1.00 10177.68 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 1.00 19258.04 No.

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From 1.00 26867.86 No.

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From 1.00 43416 No.

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From 1.00 65673 No.

Making connection to the ex.M.H.in running sewer incl.

Dewatering and other required machinery etc. of

58.) following dia pipes at any convenient time. All damaged 0

work shall be well repaired as per instructions.

a 150 mm to 300 mm dia. 1.00 1339.29 No.

b 400 mm to 600 mm dia. 1.00 2232.14 No.

c 700 mm to 900 mm dia. 1.00 3080 No.

Cutting the pipes of following dia coming in the new

M.H.in running sewer including cutting bars, including

59.) removing debris /silt from the M.H. and carting at a 0

suitable distance etc..complete as directed. No payment for

M.H. work will be made until pipe is not cut completely in all

b 400 mm to 600 mm dia. 1.00 1687.5 No.

c 700 mm to 900 mm dia. 1.00 1980 No.

Repairing damaged M.H. and rasing M.H. up to road

level incl. removing damaged brick work and repairing by

60.) brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing 0

C.I. steps and existing MH sheet cover, removing the

debris from MH and carting the same as directed.

a (A) up to 0.15 mt. (@ Two Coarse) 1.00 728.82 No.

b (B) up to 0.35mt. (@ Four Coarse) 1.00 1155.44 No.

c (C) up to 0.65 mt. (@ Seven Coarse) 1.00 1786.49 No.

d (D) up to 0.90 mt. (@ Ten Coarse ) 1.00 2150.9 No.

Repairing damaged I.C./ Raising removing damaged

brick work and repairing by brick masonry in C.M. 1:5 and

61.) plaster in C.M. 1:3 and fixing C.I. steps and existing 1.00 399.96 No.

chamber sheet cover, removing the debris from chamber

and carting the same as directed.

62.) Providing F.R.C. MH seat cover incl. carting to the work site 0

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover : 728mm ø & 100 mm thick circular

a cover, 35.00 MT load design, 100x2mm MS flat allround, 1.00 3354.74 Set

16mm ø plain round bar for lifting the cover & should be

fitted with plastic cups. Frame : 560 mm ø clear opening,

outer size- 888x888x175 mm. On the upper periphery of

F.R.C. Heavy Duty [HD-20] Machinehole Covers -

mm ø clear opening, The dimension of frame and cover as

per mentioned in Amend No.1 to IS 12592 :

F.R.C. Medium Duty [MD-10] Machinehole Covers -

560mm ø clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS 12592 :

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame-

600 x 450 mm clear opening, The dimension of frame and

cover as per mentioned in Amend No.1 to IS 12592 :

F.R.C. Light Duty [LD-2.5] Machinehole Covers &

Frames-560mm ø clear opening, The dimension of frame

and cover as per mentioned in Amend No.1 to IS 12592 :

Carting and Fixing M.H., Chamber or Catchpite Seat and

Cover in line and level to match exisisting road level in

63.) C.C. 1:2:4 and finishing smooth, watering and protecting for 1.00 750 No.

7 days etc. complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the following dia

64.) pipes and removing the same after completion of the 0

connection work as directed.

a (A) 100 mm to 300 mm dia. 1.00 199.11 No.

b (B) 350 mm to 600 mm dia 1.00 302.68 No.

Providing Dead Cantering using good quality Country

Wood Planks, wall Plate of required thickness and size

65.) including placing the nece. supports of reqd. size, 10.00 312.5 Smt

nailing, fixing with mortar, levelling. All specification for

dead centring as per standard engg. practice etc. comp. as

Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris from

trench back filling etc. comp. as directed by Eng.in

a Mazdoor at day /Night 20.00 363.3 No

b Fitter at day / Night 4.00 380.3 No

b Makadam/ supervision at day / Night 4.00 379.46 No

67.) Barricading the entire break down or excavated area on 10.00 79.99 Rmt.

Fabricating, supply and erecting in position Standard

Structural steel sections conforming to IS 2062 for railing

68.) skywalk, stair, or other works using ISMB, ISA, ISMC, MS 200.00 68.82 Kg.

plate, flat, square bars, pipe, square pipe,

rectangular sections, square section, tube, etc. including

welding, cutting,

Constructing wastage,

Bombay Patternetc. complete.

Type Catch PitThe rate0.60

0.60 depth up to 1 mt including excavation, B.B.C.C.

69.) (1:5:10), 23 cms thick brick maso. wall in the prop. of CM 10.00 3110.8 No

(1:6) with 40 mm thick IPS flooring in the prop M15 at

bottom and 15 mm thick cement plaster inside the catch pit

in the proportion of CM (1:3) with out jali etc. comp. as

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with

70.) frame 600mm x 600mm clear opening etc. comp.. As 10.00 1377.64 No

directed by engineer in charge.

Providing, laying and jointing in true line and level UPVC

71.) pipe (SCH-40) of following dia. Including fittings of 0

standard make as approved by Engineer-in-charge.

Providing and laying polished kota stone slab 25 mm

thick in risers of steps,skirting,Dedo and pillars laid on10

72.) mm thick cement mortar1:3 (1-Cement:3coarse sand) 5.00 1176.03 Sqm

and jointed with gray cement slury mixed with pigment to

match the shade of slab including rubbing and polishing

Providing and laying polished Kota stone slab

flooring over 20mm (Average) thick base of cement

73.) mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1- 5.00 982.83 Sqm

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

Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of

12mm thick cement mortar 1:3 (1-cement : 3- coarse

sand ) finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in

skrting risers of steps and dedo on 10mm thick cement

plaster 1:3 (1-cement:3-coarsesand) and jointed with

white cement slurry (upto 10 ton)

Providing and layingCeramic tiles 6mm thick in skrting

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

(1-cement : 3-coarse sand) and jointed with white

Providing and laying broken chine mosaic flooring for

terrace using 12mm to 20mm broken pieces of glazed

77.) tiles to be laid over cement mortar1:3 top lain or slope and 5.00 739.89 Sqm

to be tempered to bring mortar creme out up to

surface using white cement including rounding off

junctions and extending them upto 15 cm along the

Providing 15mm thick cement plaster in single coat on

Rough (Similar) side of single or half brick walls for

interior plastering upto floor two level and finished even and

smooth in (ii) Cement mortar 1:3 (1-cement :3-sand)

20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12 mm

79.) thick backing coat of C.M. 1:3 (1-cement: 3-sand ) and 100.00 297.68 sqm

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

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape

80.) even shade after thoroughly brushing the surface to 10.00 113.4 sqm

remove all dirt, and remains of loose powdered materials

Wall painting (two coats) with plastic emulsion paint of

approved brand & manufacture on undercoated wall

81.) surface to give an even shade including thoroughly 10.00 78.44 sqm

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

Applying two coats of putty & two coats of primer of

approved brand and manufacture on new wall surface to

82.) give an even shade including thoroughly brushing the 10.00 40.19 sqm

surface free from mortrd ropping and other foreign matter

and sand papered smooth.

Making hole on existing CI/DI/MS water pipe line

including nacessary GI fittings item also includes

necessary excavation, dewatering and refilling as per

instruction Engineer In charge etc.comp.

Providing and fixing to wall ceiling and floor 10.0 Kg.

F/Cm2 working pressure polythene pipes of the following

84.) outside Dia. Low densidy, complete with special falnge 1.00 274.68 Rmt

compression type fittings, wall clipsetc. including making

good the wall ceiling and floor.(F) 75mm

Providing and fixing to wall ceiling and floor 10.0 Kg.

F/Cm2 working pressure polythene pipes of the following

85.) outside Dia. Low densidy, complete with special falnge 1.00 332.91 Rmt

compression type fittings, wall clipsetc. including making

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

Providing and fixing water closets quatting pan (Indian

type W.C pan) size 580 mm (earth work,bed concrte,foot

86.) rests and trap to be measured and paid for 1.00 926.1 Each

seperately)(A)Vitreous China (I) Long pattern white

Providing and fixing wash basin with single hole for pillar

tap with C.I.or M.S.brackets painted white including

87.) sutting holes and making good the same but excluding 1.00 1400.18 Each

fittings.(A) Vitreous China:(ii) Flat Back wash basin

550mm x 400mm size.(i) In white colour.

Providing and fixing S.W.gully trap with C.I.grating brick

masonry chamber and water tight C.I.cover with frame of

300 mm x 300 mm size (inside) with standard weight.(i)

Square mouth traps.(B)150 mm x 100 mm size P or R type

Providing erecting and fixing double coated Syntex

PVC.(ISI)water tank of required capacity each with all

necessary fittings and connection etc. complete on

terrace.(S.O.R.- 2021-22 -I.C.- 22014,Pg.No.-199)

Providing and fixing screw down bib taps of following

90.) size.(A) Brasss crew down bib tap polished bright. (i) 1.00 184.98 Each

Providing and fixing cast iron (Spun) Nahni trap of the

following nominal diameter of self cleaning design with

91.) C.I.screaed down or higned grating including cost of 1.00 600.08 Each

cutting and making good the walls and floor100 mm inlet

and 50 mm outlet.(C)100mm dia.

Providing and fixing chromium plated,bottle trap with

necessary couplings of approved quality for wash basin.

Providing and fixing ball cock of approved.quality as

directed.(A) Copper Metal (i) 25mm dia.

Provdg. & laying S.W. Gully trap with brick masonry

chamber & water tight G.T.Stone including fixing of

covervSquare mouth trap 100 mm x100 mm size P-Trap

Constructing a sink (chowkedi) with C.C.1:2:4,12cm.thick

over B.B.masonry in C.M,(1:6 ) in front and dwarf wall

95.) Mt.high and 23 cm.thick cement plaster to masonry/in 1.00 2235.66 Rmt

C.M.1:3) and cement concrete flooring in 1:2:4:mix

cm.dia.drain pipe etc.complete.(at health dept and MH

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

96.) shape (Usually Uni-Paver Blocks) using black trap good 10.00 501.6 Smt

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in laying

Providing and the drawing/instruction

of interlocking greyofPaver

high density 80mm thick made from M-40 grade concrete

97.) using 6 mm to 20 mm machine crushed well graded 10.00 572 Smt

stone aggregate, sand of approved quality, OPC

grade cement with contractor's own concrete mix design as

Paver Blockby AMC, for parking,

Providing road.

and laying Costblasted

interlocking, Paver blocks of specified thickness, size,

98.) grade of concrete and colour machine made and blasting 10.00 572 Smt

by automatic shot blasting machine and high density of as

per approved sample of approved make for footpath,

Supplyingareas, serviceoflanes,cross

and fixing 300 mm-L xover

mm-Botherx areas as

H Kerb Block for Footpath in M-20 grade using 20 mm

99.) nominal size black trap aggregate of Sevaliya/Timba or 10.00 758.93 Rmt

equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork , mould with well equipped with

Supplyingsystem

and fixingforof kerb stones

380 mm of approved

Kerb Block for Central Verge in M-20 grade using 20 mm

100.) nominal size black trap aggregate of Sevaliya/Timba or 10.00 350.89 Rmt

equivalent quality for pre-cast blocks, reasonably

exposed finish/ formwork, mould with well equipped with

Pre cast system

concretefor kerb

kerb stones of approved

Providing and fixingdesign

Grade of concrete precast exposed / Fair finish /

101.) texture finish kerb stones of approved make as per 10.00 912.5 Rmt

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design.

Providing and The rateconcrete

fixing pre-cast shall ker

cement based concrete bloc 30cm length,30cm height

102.) and 15cm thick o M200 grade concret as per approved 10.00 224.06 Rmt

design an including excavation for fixing in proper lin and

level,filling the joint with C:M 1: (1cement:3fine sand) etc

Painting Two Coats on divider and footpath curb surface

/ New Concrete Surface ( Painting two coats after filling the

surface with synthetic enamel paint in all shades on new

plastered concrete surfaces)

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

104.) applying a priming coat of red lead paint. (A)In 10.00 8330.18 Q

beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross

beams. Hip plinth

Carring out and jack rafters,topurlins

treatment conneted to/ existing

post construction common

structure by spraying chemical solution for termite control

105.) treatment including labour and material consistment with 10.00 104.9 Smt

I.S.I specification. Using Chlordene and Chiorpurfiles

EC. As Per 6131_paret-II Consentration Weight one

percent is recommended i.e one litre 20 EC chemical

Providing & erecting open well type horizontal mono

block pump set with stainless steel body having

following specification (A) 0.5 H.P. single phase open

106.) well motor pump set having discharge of 115 LPM @ 15 1.00 2542.37 No

mtr. head suitable for 32 mm dia. delivery pipe with

control panel including 3core flat cable

of required size of length 5 Mtr.

Painting the kids picture chart & letter writting of different

size and shapes as per details/design etc.comp. as dire.

Providing, laying, spreading and compacting graded

stone aggregate to Wet Mix Macadam specification

108.) including premixing the Material with water at OMC in 0

mechanical mix plant carriage of mixed Material by tipper to

site, laying in uniform layers in sub- base / base

course on &well

Production prepared

Supply surface and compacting with

of WMM 10.00 1708.13 Smt

Laying of WMM 10.00 31.25 Smt

Supply, Spreading and leveling of Brick dust

(Chharu) particle size having maximum 10 mm

Providing & Laying 18 mm thick Mirror polish

granite For flooring , counter , stair -riser , tread

110.) skirting , dedo , Jambs etc. machine cut or 10.00 2385.71 Smt

chiselled on bed of cement mortar 1:1 pointing

with neat cement slurry incl. moulding, Making

grooves where it is required etc. comp. as per

Providing and laying marble stone slab flooring over

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

111.) cement: 6 coarse sand) or L.M. 1:1.5 laid and jointed 10.00 2194.63 Smt

with grey cement slurry including rubbing and

polishing complete: (A) Marble slab 25 mm. thick.

Providing and laying Vitrified tiles 8 to 10 mm thick

, 24'' x 24'' in flooring treads of steps and landing laid

112.) on a bed of 12mm thick cement mortar 1:3 (1- cement 10.00 1062.5 Smt

: 3-coarse sand) finishing with flush pointing in

Providing & Fixing 3 mm thick F.R.P.sheet of Approved

Quality & Color / Pattern as per Consultant's design also

113.) includes required fabrication structure in the grid of 2'- 0x2'- 10.00 1930 Smt

0 size using hollow pipe of 16 gauge & size 2"x1" &

1"x1",G.I. & Bitumen Washers,Silicon paste application

for fixing the sheet.Rate also include necessary

Labour charges for writing of capital letter "AMC" in

green plaster of 30 cm height, 25 mm thick and 12 mm

embossed as per given detail in outside of compound

wall as instructed by Engineer in charge.

White washing with lime on wall surfaces (two coats) to

give an even shade including thoroughly brooming the

surface to remove all dirt, dust, mortar drops and other

foreign matter etc. complete.

Distempeing (Two coats) with oil bound washable

distemper of approved brand and manufacture and of

116.) required shade on wall surfaces to give an even 10.0 76.08 Sqm

shade, over and including a priming coat with alkali

resistance primer of approved brand after

thoroughly brushing the surface and other foreign

Providing throating or plaster strip / ghishi and moulding as

instructed by Engineer in charge.

Providing and fixing M.S. grills of required

pattern to wooden frames of windows etc. with M.S. flats/

118.) Box section / channal / angle etc. at required spacings and 200.0 100.17 Kg

frame alround, square or round bars with round

headed bolts and nuts or by screws etc. (A) Plain Grill.

Providing and fixing 1 mm thick M.S. sheet sliding

shutters with frame and diagonal braces of 40 x 40 x 6 mm

119.) angle iron, 3.15 mm M.S. gusset plate at junctions and 10.0 3652.12 Sqmt.

corners 25 mm dia pully 40 x 40 x 6 mm angle and T-iron

guide rail at top and bottom respectively with handles,

stoppers and locking arrangement etc. including applying a

Providing cement vata (10cm. x 10 cm. size) quarter

120.) round in cement mortar 1:1 including neat cement 10.00 23.45 Rmt

finishing, watering etc. complete.

Hiring of Tractor with trolley considering 8 Hrs. As

working Day hours inclu. Driver

Providing and fixing 1.20 Metre high fencing with 2.0 Metre

long M.S. Angle posts 40mm x 40 mm x6 mm and oil

122.) painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan 1.00 385.40 Rmt.

lines and two diagonals of galvanised steel barbed wire

weighting 9.38 Kg. per 100 Metre, strained and fixed to

P/M/Fwith G.I,staples

chainlink jali 8’ xincluding fixingdetails

4’ size asper the postsin ground

instruction ofengineer in charge same asLaldarwaja garden

123.) pattern consistingof 3’ dia. M.S. black pipe ‘A’ class5’4" ht. 1.00 1230.00 Rmt.

fixed at 8’9” c/c inC.C. 1 : 2: 4 block of 9” x

9” x 9” size chainling jali of size 2” x 2” x 10 gaugefixed in

35 x 35 x 5 mm MS angleframe 8’ x 4’ size with MS flat of

(i) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in

Cement Mortar 1:6 (1-cement : 6-coarse sand

including levelling up etc. complete

Coursed rubble masonry with hard stone of

approved quality in foundations and plinth in

Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc.

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in Lime

Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including

packing the joints etc. complete.

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering

127.) rolling and consolidation of subgrade in layers at O.M.C. 5.00 93.74 cu.m

to required dry density including filling the depression

which occur during the process using power roller 8T

to10T. (A) From

Earthwork Borrow pitsincluding

for embankment within land width clods,

dressing with all lead and lift and including watering

128.) rolling and consolidation of subgrade in layers at O.M.C. 10.00 298.67 cu.m

to required dry density including filling the depression

which occur during the process usin.....

Providing and laying glass poweder in walk way and

area by wall having thichness is 25mm with leveling,

compacting, rolling etc, as directed by engineer in

Providing and laying chequered precast cement concrete

tiles 22 mm thick with aggegate of sizes up to 6mm in

130.) floors ,treads of steps and landing son 20mm thick bed 1.00 343.71 Smt

of C.M. 1:6 (1-cement:6-sand) or L.M.1:1.5 (1-Lime

putty: 1.5 coarse sand) joint with neat cement slurry with

pigments to match the shade of the tiles.

Providing, Suppling, Lowering, laying and jointing GI

131.) Wire Mash as required and as per instruction by 1.00 340.00 Smt

engineer incharge.

Providing and laying 40mm thick marble chips flooring

rubbed and polished (I.E.terrazo) to granolithic finish with

132.) under layer 30mm thick cement concrete 1:2:4(1- 2.00 442.19 Smt

Cement: 2-coarse sand: 4-graded stone aggregate

10mm and down gauge) and top layer 10mm thick with

white, black or white and blak marble cihps of required

Providing panel wall for dry stone pitching in uncoursed

133.) rubble masonary with had stone of approved quality in 1.00 1801.70 cu.m

cement. mortar 1.5 including curing etc, complete.

Providing and laying rough chiseled dressed stone

flooring over 20mm average thick base of cement mortar

134.) 1:5 (1-Cement:5 -coarses and) or L.M.1:1.5 (1-Lime 5.00 285.96 Smt

putty: 1.5-coarse sand) including pointing with cement

mortar 1:2 (1-cement: 2-stone dust) etc. complete. (A)

Applying priming coat over new steel and other

metel surface after and including preparing the

135.) surface by throughly cleaning, oil,grease, dirt and 10.00 34.34 Smt

other foreign matter and scoured with brushes fine steel

wood, scrapers and sand paper with ready mixed

Paintingpaint brushing

two coats red lead.

(excluding priming coat) on new steel

and other metal surface with enamel paint, brushing,

136.) interior to give an even shade including cleaning the 15.00 86.94 Smt

surface an even shade including cleanicn the

surface of all dirt, dust and other

foreign matter.

Appliying priming coat over new wood and wood

based surface after and including preparing the

137.) surface by throughly cleaning oil, grease, dirt and 10.00 40.17 Smt

other foreign matter, sand papering and knotting.

(B) Ready mixed paint brushing wood primier pink.

Painting two coats (excluding priming coat) on new wood

and wood based surface with enamel paint, interior to

138.) give an even shade including cleaning the surface of 13.65 87.11 Smt

all dirt, dust and other foreign matter sand papering

Providing and applying approved coloured chips 20mm

thick STONE CREAT PLASTER for exterior / interior

139.) side on wall up to full height from ground level consisting 30.00 667.78 Smt

of 12mm thick backing coat of CM 1:3 (1 cement :

Bodeli sand) and 8mm thick finishing coat of CM 1:1 (1

Providing (Grey / White

in line / Colourfabricating

level plumb, : 1 stone grit

row horizontal barbed wire fencing and punched tape

140.) concertina coil of 9 turns per meter of 610 mm diameter 17.00 406 Rmt

fixed with clips on top of the angle iron posts. The

punched tape concertina coil having sharp barbs at

every 25 mm spacing shall be 0.5 mm thick and 19 mm Total Amount =

every 25 mm spacing shall be 0.5 mm thick and 19 mm Total Amount =