Construction of Compound Wall At Different AMC Plot Located In Bodakdev Ward And Other Ward in North West Zone.

NAME OF WORK :- Construction of Compound Wall At Different AMC Plot Located In Bodakdev Ward And Other Ward in North West Zone.

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

1.) materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil 100 148.19 Cmt.

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of

2.) useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) 2 128.52 Cmt.

Loose or soft soil (04002A)

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of

3.) useful materials and 2 172.50 Cmt.

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

4.) out and stacking of useful materials and disposing off the excavated stuff upto 50 m lead.(B) 2 20.91 Cmt.

Dense or Hard soil (04004B)

Earth Work (Manually)

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

5.) materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil 85 201.81 Cmt

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of

6.) useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft 10 222.72 Cmt

Excavation for foundation for depth from 3.0 m to 5.0 m including sorting out and stacking of

7.) useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft 10 243.62 Cmt

Excavation Work

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all

with shoring and struting if required as per required gradient and line including safety

8.) provisions using site rails and stacking excavated stuff including up to all required lead

cleaning the site etc. complete for all lifts and strata as specified. In all sorts of soil and soft

a 0 to 1.5 meter depth. 2 79.46 Cmt

b 1.5 to 3 meter depth. 2 87.50 Cmt

c 3 to 4.50 meter depth. 2 91.96 Cmt

d 4.50 to 6.00 meter depth. 1 97.32 Cmt

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

9.) foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer 65 129.10 Cmt

by ramming and watering. (4006)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness

10.) including watering, 2 286.20 Cmt

ramming and consolidating etc. complete (04008A)

Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness

including watering, remming 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

12.) disposal of the surplus excavated soil as directed within a lead of 50 Meter for following 110 431.14 Rmt

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 0.6 mt. diameter RCC bored piles to

required depth including providing necessary casing pipe with all plants and 2 451.25

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. Using Tremie Pipe including necessary flushing,dewatering

,formwork ,transporting, compacting, vibrating, curing and finishing including all leads & lifts

complete as per detailed specifications (Excluding Reinforcement)

Providing and installing cast in situ single under reamed piles of specified

diameter and length below pile cap, excluding the cost of Concrete, steel

16.) reinforcement but including the cost of boring with bentonite solution and the length

of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment

shall be measured upto to the bottom of pile cap) :

a 400 mm dia. Piles 20 638.83 Rmt

b 450 mm dia. Piles 15 705.03 Rmt

Extra over single under ream for providing additional bulbs in under

17.) reamed piles, under specified diameter excluding the cost of Concrete, steel

reinforcement (only the nos. of extra bulbs are to be paid).

a 400 mm dia. Piles 5 813.05 Each

b 450 mm dia. Piles 10 1103.43 Each

18.) cement concrete (PCC)

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken

19.) stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in 2 2976.00 Cmt

(A) Foundation and Plinth (05003A)

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken

20.) stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in 100 2653.67 Cmt

(A) Foundation and Plinth (05004A)

Providing and laying cement concrete 1:5:10 (1- Cement:5-Coarsesand:10- hand

brokenstone aggregates 40mm no minalsize)and curing complete excluding cost of 1 2492.51

formwork in (A) Foundation and Plinth

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding

and placing in position complete upto floor two level (05014C)

Provdg & laying ordinary cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand :

3graded stone aggregates 20 mm nominal size) for R.C.C. linted including finishing

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

24.) cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, 100 3871.39 Cmt

footings, Base of columns and Mass concrete (05023AA)

Providing and laying controlled cement concrete M.250 and curing complete excluding the

25.) cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, 1 4238.04 Cmt

footings, Base of columns and Mass concrete.(05025AA)

Providing and laying controlled cement concrete M.250 and curing complete excluding the

26.) cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top 1 4519.88 Cmt

of foundation level upto floor two level(05025BA)

Providing and laying controlled cement concrete M.250 and curing complete excluding the

27.) cost of formwork and reinforcement for reinforced concrete work in (D) 1 4593.91 Cmt

Columns, Pillars posts and struts, upto floor two level(.05025DA)

Providing and laying in position Ready Mixed M 200 grade concrete for reinforced

cement conctere work, using cement content as per approved Design Mix

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 per mix

design of specified grade for reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall be maintained) (5055)

Providing and laying in position Ready Mixed M 250 grade concrete for reinforced

cement conctere work, using cement content as per approved Design Mix

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 per mix

design of specified grade for reinforced cement concrete work including pumping of

29.) R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering 1 4853.56 Cmt

finishing and reinforcement including cost of admixtures in recommended proportions as per

IS: 9103 to accelerate/retard setting of concrete, improve workability without impairing

strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min

cement level as per latest IS 456 shall be maintained) (Cement level 450 kg ) (5056)

Providing and laying in position Ready Mixed M 300 grade concrete for reinforced

cement conctere work , using cement content as per approved Design Mix

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 per mix

design of specified grade for reinforced cement concrete work including pumping of

30.) R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering 1 5043.66 Cmt

finishing and reinforcement including cost of admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in - charge. Without

Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg

Providing and laying in position Ready Mixed M 350 grade concrete for reinforced

cement conctere work, using cement content as per approved Design Mix

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 per mix

design of specified grade for reinforced cement concrete work including pumping of

31.) R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering 1 5140.94 Cmt

finishing and reinforcement including cost of admixtures in recommended proportions as per

IS: 9103 to accelerate/ retard setting of concrete, improve workability without

impairing strength and durability as per direction of the Engineer - in - charge. Without

Fly Ash(Min cement level as per latest IS

shall be maintained) (Cement level 500 kg ) (5058)

Brick work using common burnt clay building bricks having crushing strength not less

32.) than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine 175 3981.21 Cmt.

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

34.) than 35 Kg/Sq.Cm.in Cement mortar1:4(1-Cement:4-coarse sand) in foundation and plinth 10 593.90 Sqm

(B) Conventional

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. Height of propping and centering below

35.) supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ 250 171.68 Smt

reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns

etc. and Mass concrete. (09001AA)

Providing formwork of ordinary timber planking so as to give a rough finish including

centering shuttering strutting and propping etc. height of propping and centering below

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 floors/ all shapes & sizes with all leads & lifts using MS Rolled

Steel Sections, Hollow sections, Tubular Sections, MS Plates, Chequered Plates, MS

Pipes, Perforated Sheet, Flats, Bright Bars, Angles, MS Sheet, Girder, Beam, cattle

trap. eep threaded MS bolts, threaded J bolts, insert plate, support plate etc as per

drawing. all confirming to latest relevant IS codes for the work of steel structures like

staircases, ilings, handrail, jali, gates, grills, bracings, platforms, brackets, monkey

ladder, cattle trap, windows, pipe rack, rungs, false ceiling frame work, Roof canopy,

fencing posts, M.S. Screen & fencing jali frame work etc. including straightening,

cutting, bending, bolting and welding the members all as per structural drawings and

as per detailed specifications (for materials &workmanship) including necessary scaffolding/

staging etc. complete in the situations described hereinafter and comprising of :

1) Profile Cutting of components to required length/ width and shape/ profile; 2)

37.) Smooth grinding/ machining of edges/ faces/ all welding joints; 3) Necessary welding 4500 128.29 Kg

(electric arc welding) for required weld lengths and sizes. 4) Machine drilling of holes

for joining/ anchoring (Standard measurements will be paid for as actual cut length used at

site) The rate shall include dry sanding, degreasing (wet cleaning) & preparation of

rustfree surface manually or mechanically, metal putty to make the surface even and

smooth, 2 coat zinc chromate yellow oxide primer and 2 coat of enamel paint of approved

shade of paint over all the surfaces of the steel sections or as specified in the drawing.

5)including all Cutting of mild steel/ structural steel plate with CNC plasma/ water jet/

laser cut / Friction Sawing cutting of custom design shape as per drawing and instruction

of the architect up to any thickness. Note: Sample as per drawing shall be get

approved from the consultants before procurement of material by the contractor. Work

shall carried out as per the approved sample. Any change required in the fabrication

drawings shall be carried out at No extra cost. Fabrication shall be in a perfect

architectural workmanship manner and as provided in section V & VI of IS 800 & IS

Providing shall beGabion

& making carriedstructure

out by qualified welders/ fabricators.It

with Mechanically should also

Woven Double Twisted

Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause

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

38.) partitions at every 1m interval and shall have minimum 1 3584.50 Cmt.

10 numbers of openings per meter of mesh perpendicular to twist, tying with

lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled

with boulders with least dimension of

mm, as per drawing, all complete as per directions of Engineer-incharge

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 less than 15 cm, with minimum depth of 20 cm

including preparing the bedding surface etc. all complete. (Payment for Stone to be made

Labour charges for dry stone pitching of 22.5 cm. thick including preparing the surface etc

Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

following class and diameter including excavation for laying of pipes, insurance,

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

42.) conveyance to departmental stores, stacking etc. compl. (IS651/1989 or its latest revision)

including labour work for lowering, laying, joiting with cement mortar (1:1) proportion,

proper postion, grade and alignment and all level as directed by

engineer in charge including store to site of work jointing material etc complete.

a 100 mm dia 5 165.52 Rmt

b 150 mm dia 2 242.98 Rmt

c 230 mm dia 2 400.54 Rmt

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

standard lengths of following class and diameter suitable for either collar joints or

rubber ring joints including all taxes, insurance, transportation, freight charges,

43.) octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking

etc Note : One collar should be supplied with each full length plain ended RCC pipe, cost

included in rates below. One rubber ring should be supplied with each full length socketed

pipe, cost included in rates below.

Class NP3 Test Pressure 0.7 Kg/sq.cm

Lowering, laying and jointing R. C. C. pipes of following diameters in proper position,

44.) grade and alignment at all level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Providing and laying rubble soling of required thickness, under trenches, pits,foundations

etc. including hand packing, laying in proper grade, spreading, filling the interstices with

45.) sand/quarry dust/grit including watering, consolidation by rolling/ compacting mechanically 1 1900.00 Cmt

5 ton compactor etc complete as per drawings,specifications and as directed by EIC.

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage,

sludge, excavated rock, fly ash, aggregates of any kind executed outside the road site.

Rate also includes spreading & levelling etc complete. Internal conveyance above 50 mt

done within the work site is not payable.

a) Lead up to 1 Km. 1 23.38 Cu.M

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

c) Lead From 2 Km to 3 Km. 1 38.37 Cu.M

d) Lead From 3 Km to 4 Km. 1 45.52 Cu.M

e) Lead From 4 Km to 5 Km. 344.7 52.42 Cu.M

f) Lead From 5 Km to 10 Km. 220 78.54 Cu.M

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

Providing and operation dewatering Pump including fuel charges & operator Charges etc.

47.) as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be 1 600.00 Shift

allowed for non working condition of machinery)

Hiring and operating Mud Pumps incl. Cost of fuel and operator including the cost of to and

fro transportation, laying of the delivery hoses as required, lowering and lifting the

48.) pumps as and when required etc. complete. 2 16.00 H.P/Hr

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

Hiring and operating the 20 KV 3 Phase Electric Generator for operating desilting

machinery, and lighting and other requirements with Arranging diesel to run the 1 2800.00

D.G. Set Do As Directed. 8 Hrs Shift. (No payment should be allowed for non working

condition of machinery)

Providing & Supplying JCB Machine on rental basis in case of emergency situation and

break down type work & also during unavoidable condition as per instruction of engg. in

50.) charge, rate includes all nece. shifting, fuel and operating charges and stacking of useful 75 600.00 Hour

& non-useful materials separately up to store. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and laying work)

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing Work on

site by using Operator, fuel, power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery and for pipe line excavation and

M.H. work. Allowed only for break down work)

Providing & Supplying Hitachi Machine-110 capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable 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 of machinery)

Providing & Supplying Hitachi Machine-200 capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable condition as

per instruction of engg.incharge , rate includes all nece. shifting, fuel and operating charges.

(No payment should be allowed for non working condition of machinery)

Providing & Supplying hydra carne Machine of 12 tone capacity on rental basis in case of

emergency situation and break down type work & also during unavoidable condition as

54.) per instruction of engg. in charge, rate includes all nece. shifting, fuel and operating 2 5500.00

charges. (No payment should be allowed for non working condition of machinery)

Constructing Chamber of following size including excavation, refilling, BBCC

(1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside

in CM 1:3, finishing with cement slurry, Brick masonary in CM 1:5 & excluding the

cost of chamber seat cover etc.completed.

a 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 1 2261.61 No.

b 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter. 1 2874.11 No.

c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 1 3905.36 No.

Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation,

Refilling, Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel

(1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster inside & outside

(Only for shaft) In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm Dia M.S.Steel

56.) Hdpe Coated Steps 35 Cm C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness 15 C.M.,Including Cantering & Reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should be

parallel to the flow)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 1 5651.79 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 1 11395.54 No.

Constructing Slab type M.H. Chamber of the following size including excavation,

refilling, brick bats cement concrete (1:5:10) of thickness 15 C.M., CC Channel

(1:2:4) of thickness 10 C.M., finished 15 mm thick cement plaster inside & outside

(Only for shaft) in CM 1:3, finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE

57.) coated steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in CC

1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement (double jalli at 15 C.M.

c/c bothway 12 mm dia.) but excluding the cost of Manhole seat cover etc..completed. of

X 1.40 meter (Inside Clear, M.H. length should be parallel to the flow.

a 1.00 to 2.00 meter depth, (Slab at Ground level) 1 10177.68 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 1 19258.04 No.

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 1 26867.86 No.

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) 1 43416.00 No.

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.) 1 65673.00 No.

Making connection to the ex.M.H.in running sewer incl. Dewatering and other required

58.) machinery etc. of following dia pipes at any convenient time. All damaged work shall

be well repaired as per instructions. etc..complete.

a 150 mm to 300 mm dia. 1 1339.29 No.

b 400 mm to 600 mm dia. 1 2232.14 No.

c 700 mm to 900 mm dia. 1 3080.00 No.

Cutting the pipes of following dia coming in the new M.H.in running sewer including

cutting bars, including removing debris /silt from the M.H. and carting at a suitable

distance etc..complete as directed. No payment for M.H. work will be made until pipe is not

cut completely in all respect.

a 150 mm to 300 mm dia. 1 1133.93 No.

b 400 mm to 600 mm dia. 1 1687.50 No.

c 700 mm to 900 mm dia. 1 1980.00 No.

Repairing damaged M.H. and rasing M.H. up to road level incl. removing damaged

60.) brick work and repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and existing MH sheet cover, removing the debris from MH and carting the same as

(A) up to 0.15 mt. (@ Two Coarse) 1 728.82 No.

b (B) up to 0.35mt. (@ Four Coarse) 1 1155.44 No.

c (C) up to 0.65 mt. (@ Seven Coarse) 1 1786.49 No.

d (D) up to 0.90 mt. (@ Ten Coarse ) 1 2150.90 No.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

61.) masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber 1 399.96 No.

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 etc. comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø &

100 mm thick circular cover, 35.00 MT load design, 100x2mm MS flat allround, 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 frame 25 x 3 mm

wide MS flat should be well embed in concrete to protect the edges of frame. FRC E.H.D.-

35 manhole cover & frame described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, The

b dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 1 1720.44 No.

F.R.C Medium Duty [MD-10] Machinehole Covers- 560mm ø clear opening, The

c dimensionof frame and cover as per mentioned in Amend No.1 to IS12592 : 2002 table 1.. 1 1255.52 No.

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear opening, The

d dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1. 1 2254.98 No.

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear opening, The

e dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 2002 table 1. 1 1915.14 No.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match

exisisting road level in 1 750.00

C.C. 1:2:4 and finishing smooth, watering and protecting for 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 pipes and removing the same after

completion of the connection work as directed.

a (A) 100 mm to 300 mm dia. 1 199.11 No.

b (B) 350 mm to 600 mm dia 1 302.68 No.

Providing Dead Cantering using good quality Country Wood Planks, wall Plate of

required thickness and size including placing the nece. supports of reqd. size, nailing,

fixing with mortar, levelling. All specification for dead centring as per standard engg.

practice etc. comp. as directed.

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 charge.

a Mazdoor at day /Night 20 363.30 No

b Fitter at day / Night 20 380.30 No

b Makadam/ supervision at day / Night 10 379.46 No

Barricading the entire break down or excavated area on rental basis using wooden ballies /

M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective paint

67.) / Board out side to avoid accident & for smooth traffic diversion & movement including 10 79.99 Rmt.

cautionary board etc. Item also includes for making temporary sufficient nos of lighting

arrangement through out the work with necessary required arrangement. The same shall be

removed after completion of work. (Only for break down work from start to complete)

Fabricating, supply and erecting in position Standard Structural steel sections

conforming to IS 2062 for railing

, skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square bars,

pipe, square pipe, rectangular sections, square section, tube, etc. including welding,

cutting, wastage, etc. complete. The rate is inclusive of welding rod, supply & fixing of

68.) correct size nut, bolts, washers, including one primer coat of red lead paint conforming 10 68.82 Kg.

IS:102 Zinc chromate paint conforming to IS:104 followed by two coat of aluminium paint as

per IS:2339 OR enamel paint of color as selected by engineer incharge, with all

contractor's materials, labour, tools & plants, in bolted/welded construction as directed by

Engineer-in Charge. The waste cut pieces shall not be included in the paying quantity. The

work shall be done as per drawing and specification. The work shall be carried out as

per IS:800, IS:816.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM (1:6) with

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 directed.

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 600mm clear

opening etc. comp.. As directed by engineer in charge.

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of following dia.

Including fittings of standard make as approved by Engineer-in-charge.

a 15 mm 3 75.43 Rmt

b 25 mm 3 95.36 Rmt

c 40 mm 2 153.79 Rmt

d 50 mm 2 203.19 Rmt

Providing and laying polished kota stone slab 25 mm thick in risers of

steps,skirting,Dedo and pillars laid on10 mm thick cement mortar1:3 (1-Cement:3coarse

sand) and jointed with gray cement slury mixed with pigment to match the shade of slab

including rubbing and polishing etc.complete.

Providing and laying polished Kota stone slab flooring over 20mm (Average)

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

Providing and laying white glazed tiles 6mm thick in flooring treads of steps and

74.) landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3- coarse sand ) 10 908.17 Sqm

finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on

75.) 10mm thick cement plaster 1:3 (1-cement:3-coarsesand) and jointed with white cement 5 1044.23 Sqm

slurry (upto 10 ton)

Providing and layingCeramic tiles 6mm thick in skrting risers of steps and dedo on

76.) 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white 2 1028.11 sqm

Providing and laying broken chine mosaic flooring for terrace using 12mm to 20mm

broken pieces of glazed tiles to be laid over cement mortar1:3 top lain or slope and to be

77.) tempered to bring mortar creme out up to surface using white cement including 10 739.89 Sqm

rounding off junctions and extending them upto 15 cm along the wall,clearing with

water and oxalic acid etc.as directed.

Providing 15mm thick cement plaster in single coat on Rough (Similar) side of single or

78.) half brick walls for interior plastering upto floor two level and finished even and smooth in 700 174.83 sqm

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

20mm thick sand faced cement plaster on walls upto height 10 metres above ground

79.) level consisting of 12 mm thick backing coat of C.M. 1:3 (1-cement: 3-sand ) and 8mm thick 750 297.68 sqm

finishing coat of C.M.1:1 (1-cement: 1-sand) etc. complete.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to

give an required shape even shade after thoroughly brushing the surface to remove 80 113.40

all dirt, and remains of loose powdered materials

Wall painting (two coats) with plastic emulsion paint of approved brand & manufacture

81.) on undercoated wall surface to give an even shade including thoroughly brushing the 90 78.44 sqm

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

82.) on new wall surface to give an even shade including thoroughly brushing the surface 80 40.19 sqm

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

83.) fittings item also includes necessary excavation, dewatering and refilling as per

instruction Engineer In charge etc.comp.

(a) 15 mm Dia 1 279.46 No

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure

polythene pipes of the following outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making good the wall ceiling and floor.(F)

Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure

85.) polythene pipes of the following outside Dia. Low densidy, complete with special falnge 2 332.91 Rmt

compression type fittings, wall clipsetc. including making good the wall ceiling and floor.(G)

Providing and fixing water closets quatting pan (Indian type W.C pan) size 580 mm (earth

86.) work,bed concrte,foot rests and trap to be measured and paid for seperately)(A)Vitreous 1 926.10 Each

China (I) Long pattern white colour.

Providing and fixing wash basin with single hole for pillar tap with C.I.or M.S.brackets

87.) painted white including sutting holes and making good the same but excluding fittings.(A) 1 1400.18 Each

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

88.) C.I.cover with frame of 300 mm x 300 mm size (inside) with standard weight.(i) Square 1 1234.57 No

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

89.) capacity each with all necessary fittings and connection etc. complete on 500 3.91 Litre

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

Providing and fixing screw down bib taps of following size.(A) Brasss crew down bib

tap polished bright. (i) 15mm dia.

Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self

91.) cleaning design with C.I.screaed down or higned grating including cost of cutting and 1 600.08 Each

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)

Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight

94.) G.T.Stone including fixing of covervSquare mouth trap 100 mm x100 mm size P-Trap 1 1279.40 No.

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 1.0 Mt.high and 23 cm.thick cement plaster to masonry/in C.M.1:3)

and cement concrete flooring in 1:2:4:mix 5 cm.dia.drain pipe etc.complete.(at health

dept and MH Dept)

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-

35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath, parking areas, service lanes and

other areas as mentioned in the drawing/instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing and laying paver blocks as per

required grading and specification. The paver block shall be mechanically compacted.

The work of paving blocks shall be executed in line and level by skill mason of

flooring work only. It should be laid in such a way that the no cutting of the paver block to be

necessary. if cutting of paver block necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be relaid if necessary. Gravel or such type

of materials shall not be allowed for production. Laying on 5cms thick sand beddding.

Providing and laying of interlocking grey Paver Blocks of high density 80mm thick made

from M-40 grade concrete using 6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement with contractor's own

concrete mix design as approved by AMC, for parking, road. Cost Includes formwork,

using rubber/FRP mould, laying paver block as per required grading and specification laid

97.) paver block shall be mechanically compacted. The work of the paving blocks shall be 10 572.00 Smt

executed in line and level by skilled mason of flooring work only. It should be laid in

such a way that the no cutting of the paver block to be necessary. Cutting of paver

block by machine cut only and carting to be done. The Finished surface of the Paver

Block shall have reasonably good plain finish. Paver blocks shall be compacted and

shall be re-laid if necessary. Gravel or such type of materials shall not be allowed for

production. Laying on 5 Cms thick sand bedding.

Paver Block Providing and laying shot blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete and colour machine made and blasting by

automatic shot blasting machine and high density of as per approved sample of approved

make for footpath, parking areas, service lanes,cross over and other areas as mentioned

in the drawing. Including providing and laying 50 mm thick averave bedding layer of

coarse sand below paver block as per required grading and specification. Laid

paver block shall be mechanically compacted. The work of the paving blocks shall

98.) be executed in line and level by skilled mason of flooring work only. Small size of 10 572.00 Smt

paver block with same specification shall be used at residue or at end. It should be laid

in such a way that the no cutting of the paver block to be necessary. If cutting of paver

block shall be required , than cut by machine only and laying to be done by skilled flooring

mason. The finished surface of the paver block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be re-laid if necessary. Actual laid area

shall be measured and paid without any wastage. (A) 80 mm thick M-35 grade Grey Paver

block of size 200mm x 200mm.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb Block for Footpath in M-

20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/ formwork , mould with well

equipped with vibratory system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete. The rate shall also

99.) include necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm 10 758.93 Rmt

thick sand bedding with necessary equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of

the kerb stone fixed with Bituminous concrete mixed in proper position as directed by

Engineer in change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production. a) Laying on 5 cm thick Sand Bedding.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb Block for Central Verge in

M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed finish/ formwork, mould with

well equipped with vibratory system for kerb stones of approved design including

curing, etc. complete, including the cost of formwork etc. complete. The rate shall

100.) also include necessary cutting of asphalt, fixing the Kerb stones in line and level on 5 10 350.89 Rmt

cm thick sand bedding with necessary equipments and materials. The rate shall also

include the flush pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the

sides of the kerb stone fixed with Bituminous concrete mixed in proper position as directed

by Engineer in change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for productiona) Laying on 5 cm thick Sand Bedding

Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast

exposed / Fair finish / texture finish kerb stones of approved make as per approved

sample of any size and any type. Kerbs shall be fixed on the foundation prepared

as per approved design. The rate shall also include for erecting and fixing

the pieces in position for complete kerb system with chamfered type of

101.) kerbs including necessary accessories of kerb like radius kerbs, angles and 5 912.50 Rmt

quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material. However cement mortar shall be

provided at the backside of kerb stone joint. (Sample must be approved) Cost

of excavation, cutting , base , side filling shall includes as directed engineer -

incharge in above item description as per BOQ (b) 380 x 600 x 150 mm high Footpath

Providing and fixing pre-cast concrete ker stone of gray cement based concrete bloc

30cm length,30cm height and 15cm thick o M200 grade concret as per approved design

an including excavation for fixing in proper lin and level,filling the joint with C:M 1:

(1cement:3fine sand) etc complete.

Painting Two Coats on divider and footpath curb surface

103.) / New Concrete Surface ( Painting two coats after filling the surface with synthetic enamel 10 71.86 Smt

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 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 1 8330.18 Q

main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the

like (R & B SOR-2023-24, Item

code 11002AA, NBO.11.4)

Carring out plinth treatment to post construction / existing structure by spraying chemical

solution for termite control treatment including labour and material consistment with

I.S.I specification. Using Chlordene and Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is recommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1 % concrentration inclusive of one litre chemical emulsion

appication at the rate of 5 Litre chemical / Sqm of surface is recommended as per I.S

Providing & erecting open well type horizontal mono block pump set with stainless steel

body having following

106.) (A) 0.5 H.P. single phase open well motor pump set having discharge of 115 LPM @ 2 2542.37 Smt

15 mtr. head suitable for 32 mm dia. delivery pipe with control panel including 3 core

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 including premixing the Material with water at OMC in

108.) mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers

in sub- base / base course on well prepared surface and compacting with vibratory

roller to achieve the desired density as per Codal Provision.

Production & Supply of WMM 5 1708.13 Smt

Laying of WMM 5 31.25 Smt

Supply, Spreading and leveling of Brick dust (Chharu) particle size having

Providing & Laying 18 mm thick Mirror polish granite For flooring , counter , stair -

riser , tread , skirting, dedo, Jambs etc. machine cut or 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 instruction of engineer in charge.

Providing and laying marble stone slab flooring over 20 mm. (Average) base of

cement mortar 1:6 (1 cement: 6 coarse sand) or L.M. 1:1.5 laid and jointed 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

112.) , 24'' x 24'' in flooring treads of steps and landing laid on a bed of 12mm thick 5 1062.50 Smt

cement mortar 1:3 (1- cement : 3-coarse sand) finishing with flush pointing in white cement.

Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color / Pattern as per

Consultant's design also includes required fabrication structure in the grid of 2'- 0x2'-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 bending,cutting,labour

charges,Zinc Primer coat & Two coats of oil painting of color as approved by consultants

& making good the wall.(N.S.)

Labour charges for writing of capital letter "AMC" in green plaster of 30 cm height,

114.) mm thick and 12 mm embossed as per given detail in outside of compound wall as 75 264.00 Nos.

instructed by Engineer in charge.

White washing with lime on wall surfaces (two coats) to give an even shade including

115.) thoroughly brooming the surface to remove all dirt, dust, mortar drops and other foreign 450 12.29 Sqm

matter etc. complete.

Distempeing (Two coats) with oil bound washable distemper of approved brand

and manufacture and of required shade on wall surfaces to give an even shade,

116.) over and including a priming coat with alkali resistance primer of approved 100 76.08 Sqm

brand after thoroughly brushing the surface and other foreign matter and also

including preparing the surface even and sand parpered smooth.

Providing throating or plaster strip / ghishi and moulding as instructed by Engineer in

Providing and fixingM.S. grills of required pattern to wooden frames of windows etc. with

M.S. flats/ Box section / channal / angle etc. at required spacings and 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 angle iron, 3.15 mm M.S. gusset plate at junctions and corners

119.) mm dia pully 40 x 40 x 6 mm angle and T-iron guide rail at top and bottom respectively 5 3652.12 Sqmt.

with handles, stoppers and locking arrangement etc. including applying a priming coat of

red lead paint.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1

including neat cement finishing, watering etc. complete.

121.) Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu. Driver 5 2104.09 DAY

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 painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two

122.) diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and 100.00 385.40 Rmt.

fixed to posts with G.I,staples including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete.

P/M/F chainlink jali 8’ x 4’ size asper details sketch & instruction ofengineer in charge same

asLaldarwaja garden pattern consistingof 3’ dia. M.S. black pipe ‘A’ class5’4" ht. 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 size25 x3 mm welded with jali

etc.comp. The jali is to be welded toM.S. pipe with MS flat asinstruction given.The

M.S. pipe andthe M.S. angle frame are to be painted one coat of primer and twocoats of

paint as directed inline and level. (N.S.)

(i) Uncoursed Rubble Masonry with hard stone of approved quality in foundations

124.) and plinth in Cement Mortar 1:6 (1-cement : 6-coarse sand 1 2475.26 cu.m

including levelling up etc. complete

Coursed rubble masonry with hard stone of approved quality in foundations

125.) and plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. 1 3301.47 cu.m

White Stone Bela mesonry block in course in superstructure with stone of

126.) approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including packing 1 4303.47 cu.m

the joints etc. complete.

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 depression which occur during the process using power roller 8T

to10T. (A) From Borrow pits within land width

Earthwork for embankment including breaking clods, dressing with all lead and lift and

128.) including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry 3 298.67 cu.m

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 charge

Providing and laying chequered precast cement concrete tiles 22 mm thick with aggegate of

sizes up to 6mm in floors ,treads of steps and landing son 20mm thick bed 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 Wire Mash as required and as per

instruction by engineer incharge.

Providing and laying 40mm thick marble chips flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30mm thick cement concrete 1:2:4(1-Cement: 2-coarse

sand: 4-graded stone aggregate 10mm and down gauge) and top layer 10mm thick with

132.) white, black or white and blak marble cihps of required sizes from 1mm to 4mm nominal 5 442.19 Smt

size laid incement marble powder mix 3:1 (3-Cement: 1-Marble powder by weight)

inproportion of 4:7 (4-Cement : 7-marble chips by volume) (A) Dark shade pigment with

ordinary cement (In top layer only)

Providing panel wall for dry stone pitching in uncoursed rubble masonary with had stone of

approved quality in cement. mortar 1.5 including curing etc, complete.

Providing and laying rough chiseled dressed stone flooring over 20mm average thick base

of cement mortar 1:5 (1-Cement:5 -coarses and) or L.M.1:1.5 (1-Lime 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 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.

Painting two coats (excluding priming coat) on new steel and other metal surface with

enamel paint, brushing, interior to give an even shade including cleaning the 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 surface by throughly cleaning oil, grease, dirt and other foreign matter, 5 40.17

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

138.) enamel paint, interior to give an even shade including cleaning the surface of all dirt, 5.0 87.11 Smt

dust and other foreign matter sand papering and stopping.

Providing and applying approved coloured chips 20mm thick STONE CREAT PLASTER for

exterior / interior side on wall up to full height from ground level consisting of 12mm thick

backing coat of CM 1:3 (1 cement : 3 Bodeli sand) and 8mm thick finishing coat of CM 1:1

139.) (1 cement (Grey / White / Colour : 1 stone grit (approved coloured chips)) including 3 667.78 Smt

providing &fixing 300mm wide strip of chicken net at vertical and horizontal joints of RCC

and masonary including 10mm alluminium channel for expantion joint / grooves, curing,

necessary scaffolding in true line and level etc. complete as directed by EIC.

Providing in line level plumb, fabricating and fixing three row horizontal barbed wire fencing

and punched tape concertina coil of 9 turns per meter of 610 mm diameter 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 width and weighting 13 kg./100 mtr. 3.38 406.00

(Average) as per manufacture's specification. The rate shall also include providing and fixid

1.20 mtr. total long MS angle 40 x 40 x 6 mm @ 3.00 mt . c/c spacing embedded in RCC

column , angle posts shall be painted with one coats of red oxide and two coats of enamel

paint of approved quality at top of compound wall.