Repairing and maintenance work in RAJ THAL lakes and different lakes in bodakdev ward in North West Zone

NAME OF WORK :-Repairing and maintenance work in Raj Thal lake and different lakes in bodakdev ward in North West Zone.

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

Excavation for foundation upto 1.5 m depth including sorting out and

1.) stacking of useful materials and disposing off the excavated stuff upto 50 Meter 50 148.19 Cmt.

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

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

Extra for additional depth more than 5.0 m for excavation for foundation

4.) including sorting out and stacking of useful materials and disposing off the 50 20.91 Cmt.

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

5.) stacking of useful materials and disposing off the excavated stuff upto 50 Meter 50 201.81 Cmt

lead.(A) Loose or soft soil (04B001A)

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

6.) stacking of useful materials and disposing off the excavated stuff upto 50 Meter 50 222.72 Cmt

lead.(A) Loose or soft soil (04B002A)

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

7.) stacking of useful materials and disposing off the excavated stuff upto 50 Meter 50 243.62 Cmt

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 required as per required gradient and line

8.) including safety 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 murrum.

a 0 to 1.5 meter depth. 10 79.46 Cmt

b 1.5 to 3 meter depth. 10 87.5 Cmt

c 3 to 4.50 meter depth. 10 91.96 Cmt

d 4.50 to 6.00 meter depth. 10 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 50 129.1 Cmt

disposited layer by ramming and watering. (4006)

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

10.) thickness including watering, 5 286.2 Cmt

ramming and consolidating etc. complete (04008A)

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

11.) thickness including watering, remming and consolidating etc. complete 5 594.61 Cmt

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out the

12.) soil and disposal of the surplus excavated soil as directed within a lead of 50 5 431.14 Rmt

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 0.6 mt. diameter RCC

bored piles to required depth including providing necessary casing pipe with

all plants and 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

15.) necessary flushing,dewatering ,formwork ,transporting , compacting, vibrating, 1 3670.59 Cmt

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 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 1 638.83 Rmt

b 450 mm dia. Piles 1 705.03 Rmt

Extra over single under ream for providing additional bulbs in

under reamed piles, under specified diameter excluding the cost of

Concrete, steel reinforcement (only the nos. of extra bulbs are to be

a 400 mm dia. Piles 1 813.05 Each

b 450 mm dia. Piles 1 1103.43 Each

18.) cement concrete (PCC)

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

19.) hand broken stone aggregates 40 mmnominal size) and curing complete 1 2976 Cmt

excluding cost of formwork in (A) Foundation and Plinth (05003A)

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

20.) hand broken stone aggregates 40 mm nominal size) and curing complete 1 2653.67 Cmt

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 aggregates 40mm no

21.) minalsize)and curing complete excluding cost of formwork in (A) 1 2492.51 Cmt.

Foundation and Plinth(Sor-2021-22 Item

no.05006A, Chapter-5)

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 cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings,Base of columns and Mass concrete

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

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns and Mass

concrete.(05025AA)

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

26.) excluding the cost of formwork and reinforcement for reinforced concrete work in 1 4519.88 Cmt

(B) Walls, from top of foundation level upto floor two level(05025BA)

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

excluding the cost of formwork and reinforcement for reinforced concrete

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)

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 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)

(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 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)

(Cement level 475 kg (5057)

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 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

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

Brick work using common burnt clay building bricks having crushing strength

32.) not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- 1 3981.21 Cmt.

Cement : 5 -fine sand)in foundation and plinth (B)Conventional

Extra for brick work in superstructure above plinth level upto floor two level (B)

Half brick masonry in common brunt clay building bricks having crushing strength

34.) not less than 35 Kg/Sq.Cm.in Cement mortar1:4(1-Cement:4-coarse sand) 1 593.9 Sqm

in foundation and plinth (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

35.) centering below supporting floor to ceiling not exceeding 4 M. and removal 2 171.68 Smt

of the same for in situ 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

36.) centering below supporting floor to ceiling not exceeding 4 M. and removal 2 229.95 Smt

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)

Smooth grinding/ machining of edges/ faces/ all welding joints; 3) Necessary

welding (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

& IS 7215. Welding shall be carried out by qualified welders/ fabricators.It

Providing & making Gabion structure with Mechanically 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

38.) diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m 1 3584.5 Cmt.

interval and shall have minimum

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 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 diameter including excavation for

laying of pipes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, 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 1 165.52 Rmt

b 150 mm dia 1 242.98 Rmt

c 230 mm dia 1 400.54 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, 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

Class NP3 Test Pressure 0.7 Kg/sq.cm

a 300 mm 1 796 Rmt

b 450 mm 1 1433 Rmt

c 600 mm 1 2049 Rmt

d 900 mm 1 3790 Rmt

e 1000 mm 1 5076 Rmt

f 1200 mm 1 6207 Rmt

g 1400 mm 1 7982 Rmt

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

position, 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

a 300 mm 1 119 Rmt

b 450 mm 1 171 Rmt

c 600 mm 1 228 Rmt

d 900 mm 1 340 Rmt

e 1000 mm 1 375 Rmt

f 1200 mm 1 440 Rmt

g 1400 mm 1 514 Rmt

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 sand/quarry dust/grit including watering,

consolidation by rolling/ compacting mechanically with 3-

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

46.) outside the road site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done within the work site is not

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. 3 45.52 Cu.M

e) Lead From 4 Km to 5 Km. 2 52.42 Cu.M

f) Lead From 5 Km to 10 Km. 2 78.54 Cu.M

g) Lead From 10 Km to 15 Km. 2 104.65 Cu.M

Providing and operation dewatering Pump including fuel charges & operator

47.) Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set, 1 600 Shift

No payment should be 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,

48.) lowering and lifting the pumps as and when required etc. complete. 10 16 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

49.) Arranging diesel to run the 1 2800 Shift

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 charge, rate includes all nece. shifting, fuel and

operating charges and stacking of useful & 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

51.) Directed. (No payment should be allowed for non working condition of 5 600 HR.

machinery and for pipe line excavation and M.H. work. Allowed only for break

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

emergency situation and break down type work & also during unavoidable

52.) condition as per instruction of engg. in charge, rate includes all nece. shifting, 5 2000 HR.

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

53.) condition as per instruction of engg.incharge , rate includes all nece. shifting, fuel 5 2700 HR.

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

54.) unavoidable condition as per instruction of engg. in charge, rate includes 2 5500

all nece. shifting, fuel and operating 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

55.) cement plaster inside in CM 1:3, finishing with cement slurry, Brick

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

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

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 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 15 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) 2 5651.79 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 2 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

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

57.) slurry, P/F 4 mm dia M.S.Steel HDPE 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 Size

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 No.

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.) 1 65673 No.

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

58.) required 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. 2 1339.29 No.

b 400 mm to 600 mm dia. 2 2232.14 No.

c 700 mm to 900 mm dia. 2 3080 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. 2 1133.93 No.

b 400 mm to 600 mm dia. 2 1687.5 No.

c 700 mm to 900 mm dia. 1 1980 No.

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

damaged 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 directed.

a (A) up to 0.15 mt. (@ Two Coarse) 2 728.82 No.

b (B) up to 0.35mt. (@ Four Coarse) 2 1155.44 No.

c (C) up to 0.65 mt. (@ Seven Coarse) 2 1786.49 No.

d (D) up to 0.90 mt. (@ Ten Coarse ) 2 2150.9 No.

Repairing damaged I.C./ Raising removing damaged 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 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 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

a with plastic cups. Frame : 560 mm ø clear opening, outer size- 888x888x175 1 3354.74 Set

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,

b The dimension of frame and cover as per mentioned in Amend No.1 to IS 2 1720.44 No.

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

c opening, The dimension of frame and cover as per mentioned in Amend 2 1255.52 No.

No.1 to IS 12592 : 2002 table 1..

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

d opening, The dimension of frame and cover as per mentioned in Amend No.1 to 2 2254.98 No.

IS 12592 : 2002 table

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

e clear opening, The dimension of frame and cover as per mentioned in Amend 2 1915.14 No.

No.1 to IS 12592 : 2002 table

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

to match exisisting road level in

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. 2 199.11 No.

b (B) 350 mm to 600 mm dia 2 302.68 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,

66.) disliting, removing debris from trench back filling etc. comp. as directed by

a Mazdoor at day /Night 2 363.3 No

b Fitter at day / Night 2 380.3 No

b Makadam/ supervision at day / Night 2 379.46 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

/ Board out side to avoid accident & for smooth traffic diversion & movement

including 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 correct size nut, bolts, washers, including one

68.) primer coat of red lead paint conforming IS:102 Zinc chromate paint conforming 5 68.82 Kg.

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

mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the

69.) prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom and 15 2 3110.8 No

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

71.) following dia. Including fittings of standard make as approved by Engineer-in-

a 15 mm 5 75.43 Rmt

b 25 mm 5 95.36 Rmt

c 40 mm 5 153.79 Rmt

d 50 mm 5 203.19 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.

73.) 1.1.5 (1- Lime putty :1.5 - coarse sand) laid over and jointed with 2 982.83 Sqm

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

74.) steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1- 2 908.17 Sqm

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

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

75.) and dedo on 10mm thick cement plaster 1:3 (1-cement:3-coarsesand) and 2 1044.23 Sqm

jointed with white cement slurry (upto 10 ton)

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

76.) dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and 2 1028.11 sqm

jointed with white cement slurry

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

77.) or slope and to be tempered to bring mortar creme out up to surface 2 739.89 Sqm

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.

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

78.) single or half brick walls for interior plastering upto floor two level and finished 2 174.83 sqm

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 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)

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 all dirt, and remains of loose powdered materials

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

manufacture on undercoated wall surface to give an even shade including

thoroughly 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 give an even shade including thoroughly

brushing the 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

83.) GI fittings item also includes necessary excavation, dewatering and

refilling as per instruction Engineer In charge etc.comp.

(a) 15 mm Dia 2 279.46 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) 75mm

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.(G) 110mm

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

86.) mm (earth work,bed concrte,foot rests and trap to be measured and 2 926.1 Each

paid for seperately)(A)Vitreous China (I) Long pattern white colour.

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

M.S.brackets painted white including sutting holes and making good the same

but excluding 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

88.) water tight C.I.cover with frame of 300 mm x 300 mm size (inside) with standard 2 1234.57 No

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

89.) required capacity each with all necessary fittings and connection etc. 2 3.91 Litre

complete on 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 cleaning design with C.I.screaed down or higned grating

including cost of 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

94.) G.T.Stone including fixing of covervSquare mouth trap 100 mm x100 mm size 2 1279.4 No.

P-Trap (S.O.R.- 2021-22 -I.C.-,Pg.No.-218)

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

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

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

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

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 paver block shall be

mechanically compacted. The work of the paving blocks shall be 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

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 be

98.) executed in line and level by skilled mason of flooring work only. Small size 5 572 Smt

of 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 include necessary

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

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 also include necessary

100.) cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand 5 350.89 Rmt

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 kerbs including

101.) necessary accessories of kerb like radius kerbs, angles and quadrant 5 912.5 Rmt

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 kerb.

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 5 71.86 Smt

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 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 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 2 2542.37 Smt

115 LPM @ 15 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 including premixing the Material with water

at OMC in 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 2 1708.13 Smt

Laying of WMM 2 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 , skirting , dedo , Jambs etc. machine cut

110.) or chiselled on bed of cement mortar 1:1 pointing with neat cement 3 2385.71 Smt

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

, 24'' x 24'' 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 & 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. &

113.) Bitumen Washers,Silicon paste application for fixing the sheet.Rate also 3 1930 Smt

include necessary bending,cutting,labour charges,Zinc Primer coat & Two

coats of oil painting of color as approved by consultants & making good the

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

114.) height, 25 mm thick and 12 mm embossed as per given detail in outside of 3 264 Nos.

compound wall as instructed by Engineer in charge.

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

115.) including thoroughly brooming the surface to remove all dirt, dust, mortar drops 3 12.29 Sqm

and other foreign 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, over and including a priming coat with alkali

resistance primer of approved 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 charge.

Providing and fixing M.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

119.) junctions and corners 25 mm dia pully 40 x 40 x 6 mm angle and T-iron guide 2 3652.12 Sqmt.

rail at top and bottom respectively 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.

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.

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 diagonals of galvanised steel barbed wire weighting

9.38 Kg. per 100 Metre, strained and 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

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

123.) 35 x 35 x 5 mm MS angleframe 8’ x 4’ size with MS flat of size25 x3 mm welded 5 1230 Rmt.

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

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 and plinth in Cement Mortar 1:6 (1-cement : 6-coarse

including levelling up etc. complete

Coursed rubble masonry with hard stone of approved quality in

125.) foundations and plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. 10 3301.47 cu.m

White Stone Bela mesonry block in course in superstructure with

126.) stone of approved quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- 10 4303.47 cu.m

finesand) including packing 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

127.) at O.M.C. to required dry density including filling the depression which occur 10 93.74 cu.m

during the process using power roller 8T to10T. (A) From Borrow pits within

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 usin.....

Providing and laying glass poweder in walk way and area by wall having

129.) thichness is 25mm with leveling, compacting, rolling etc, as directed by 10 90 Smt

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

130.) 20mm thick bed of C.M. 1:6 (1-cement:6-sand) or L.M.1:1.5 (1-Lime putty: 50 343.71 Smt

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 white, black or white and

blak marble cihps of required sizes from 1mm to 4mm nominal 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

133.) with had stone of approved quality in cement. mortar 1.5 including curing etc, 10 1801.7 cu.m

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) 25mm thick

Applying priming coat over new steel and other metel surface after

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

135.) dirt and other foreign matter and scoured with brushes fine steel wood, 10 34.34 Smt

scrapers and sand paper with ready mixed priming paint brushing red

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

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

136.) including cleaning the surface an even shade including cleanicn the 10 86.94 Smt

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, 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 give an even shade including cleaning

the surface of all dirt, dust and other foreign matter sand papering and

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 (1 cement (Grey / White / Colour :

139.) stone grit (approved coloured chips)) including providing & 20 667.78 Smt

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.(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.