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

Earth Work

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 125 148.19 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 out and

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

Hard soil (04004B)

Earth Work (Manually)

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

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

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 soil 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 soil 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 provisions

8.) 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. 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 Work

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

9.) in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and 75 129.10 Cmt

watering. (4006)

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 disposal

12.) of the surplus excavated soil as directed within a lead of 50 Meter for following diameter of 145 431.14 Rmt

pipes.(iii) 300 mm (04010C)

Extra for under reaming inside the bore Holes for under reamed piles of following Diameter.(iii)

Empty Boring through all sorts of strata for providing 0.6 mt. diameter RCC bored piles to

14.) required depth including providing necessary casing pipe with all plants and equipments as 2 451.25 Rmt

required complete(excluding Concrete &

Reinforcement)

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 reinforcement but

16.) 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 reamed

17.) 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 stone

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

Foundation and Plinth (05003A)

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

20.) aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) 75 2653.67 Cmt

Foundation and Plinth (05004A)

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

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

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 cost of

24.) formwork and reinforcement for reinforced concrete work in (A) Foundations, 1 3871.39 Cmt

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

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

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

Base of columns and Mass concrete.(05025AA)

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

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

level upto floor two level(05025BA)

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

27.) 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

28.) reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of 5 4793.10 Cmt

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

29.) reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of 1 4853.56 Cmt

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

30.) reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of 1 5043.66 Cmt

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

31.) laying, excluding the cost of centering shuttering finishing and reinforcement including cost of 1 5140.94 Cmt

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 than

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

and plinth (B)Conventional

33.) Extra for brick work in superstructure above plinth level upto floor two level (B) Conventional 75 272.25 Cmt.

Half brick masonry in common brunt clay building bricks having crushing strength not less than

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

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 supporting floor to

35.) ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain 250 171.68 Smt

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.

Misc.items

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

37.) drilling of holes for joining/ anchoring (Standard measurements will be paid for as actual cut length 5300 128.29 Kg

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,

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 7215. Welding shall be carried out by qualified welders/

fabricators.It should also include the cost of necessary scaffolding/ staging, zinc coated nut- bolt

as required for safety,structural stability of all works at site.All product Make approved as per

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

diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall

38.) 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

40.) stones having no side less than 15 cm, with minimum depth of 20 cm including preparing 5 487.30 Smt

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

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

42.) 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, octroi, inspection

43.) 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

Class NP3 Test Pressure 0.7 Kg/sq.cm

a 300 mm 3 796.00 Rmt

b 450 mm 3 1433.00 Rmt

c 600 mm 3 2049.00 Rmt

d 900 mm 1 3790.00 Rmt

e 1000 mm 1 5076.00 Rmt

f 1200 mm 1 6207.00 Rmt

g 1400 mm 1 7982.00 Rmt

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

44.) 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 50 119.00 Rmt

b 450 mm 20 171.00 Rmt

c 600 mm 2 228.00 Rmt

d 900 mm 2 340.00 Rmt

e 1000 mm 1 375.00 Rmt

f 1200 mm 1 440.00 Rmt

g 1400 mm 1 514.00 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

45.) sand/quarry dust/grit including watering, consolidation by rolling/ compacting mechanically with 3- 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. as

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

for non working condition of machinery)

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

48.) transportation, laying of the delivery hoses as required, lowering and lifting the pumps as 2 16.00 H.P/Hr

and when required etc. complete.

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

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

49.) 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

50.) includes all nece. shifting, fuel and operating charges and stacking of useful & non-useful 100 600.00 Hour

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 per Per 8 hr

instruction of engg. in charge, rate includes all nece. shifting, fuel and operating charges. Shift

(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,

56.) 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) 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,

57.) finishing with cement 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 43416.00 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 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) 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 sheet 1 399.96 No.

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 &

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 1 3354.74

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 dimension of

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

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

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

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

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

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

65.) thickness and size including placing the nece. supports of reqd. size, nailing, fixing with 20 312.50 Smt

mortar, levelling. All specification for dead centring as per standard engg. practice etc. comp. as

Supplying, labour for break down repairing work for activities like excavation, disliting,

removing debris from trench back filling etc. comp. as directed by Eng.in 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 correct size nut,

68.) bolts, washers, including one primer coat of red lead paint conforming IS:102 Zinc chromate paint 10 68.82 Kg.

conforming to IS:104 followed by two coat of aluminium paint as per IS:2339 OR enamel paint

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 40 mm

thick IPS flooring in the prop M15 at bottom and 15 mm thick cement plaster inside the catch pit in

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

73.) coarse sand) laid over and jointed with grey cement slurry mixed with pigment to 9 982.83 Sqm

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 landing

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

flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm

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

Providing and layingCeramic tiles 6mm thick in skrting risers of steps and dedo on 10mm

thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white 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 or slope and to be tempered to

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

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 half

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

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

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

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

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

80.) required shape even shade after thoroughly brushing the surface to remove all dirt, and 80 113.40 sqm

remains of loose powdered materials

.etc complete

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

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

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

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

mortrd ropping and other foreign matter and sand papered smooth.

Making hole on existing CI/DI/MS water pipe line including nacessary GI fittings item

83.) 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) 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 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 painted

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

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 mouth 1 1234.57 No

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

Providing erecting and fixing double coated Syntex PVC.(ISI)water tank of required capacity

89.) each with all necessary fittings and connection etc. complete on terrace.(S.O.R.- 2021-22 - 500 3.91 Litre

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

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

walls and floor100 mm inlet and 50 mm outlet.(C)100mm dia.

Providing and fixing chromium plated,bottle trap with necessary couplings of approved quality

for wash basin.

Providing and fixing ball cock of approved.quality as directed.(A) Copper Metal (i) 25mm dia.

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

94.) including fixing of covervSquare mouth trap 100 mm x100 mm size P-Trap (S.O.R.- 2021-22 -I.C.- 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

95.) and dwarf wall 1.0 Mt.high and 23 cm.thick cement plaster to masonry/in C.M.1:3) and 1 2235.66 Rmt

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

MH Dept) 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.

96.) The paver block shall be mechanically compacted. The work of paving blocks shall be 10 501.60 Smt

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 paver block shall be mechanically

97.) compacted. The work of the paving blocks shall be executed in line and level by skilled 10 572.00 Smt

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 be executed in line and level by skilled mason of flooring

98.) work only. Small size of paver block with same specification shall be used at residue or 10 572.00 Smt

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 cutting

of asphalt, fixing the Kerb stones in line and level on 5 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 production. a) Laying on

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 cutting of asphalt,

fixing the Kerb stones in line and level on 5 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

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 necessary

101.) accessories of kerb like radius kerbs, angles and quadrant kerbs, droplet kerbs etc. 5 912.50 Rmt

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

Painting Two Coats on divider and footpath curb surface

103.) / New Concrete Surface ( Painting two coats after filling the surface with synthetic enamel paint in 15 71.86 Smt

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,

104.) channels angles Tees, flats, with connecting plates or angle cleats as in main and cross 1 8330.18 Q

beams. Hip and jack rafters, purlins conneted to common rafters and the like (R & B SOR-2023-

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 specification

106.) (A) 0.5 H.P. single phase open well motor pump set having discharge of 115 LPM @ 15 mtr. 2 2542.37 Smt

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

108.) 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 25 31.25 Smt

109.) Supply,Spreading and leveling of Brick dust (Chharu) particle size having maximum 10 mm 9 669.64 Smt

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

111.) mortar 1:6 (1 cement: 6 coarse sand) or L.M. 1:1.5 laid and jointed with grey cement 1 2194.63 Smt

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

113.) hollow pipe of 16 gauge & size 2"x1" & 1"x1",G.I. & Bitumen Washers,Silicon paste application 50 1930.00 Smt

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

Labour charges for writing of capital letter "AMC" in green plaster of 30 cm height, 25 mm

114.) thick and 12 mm embossed as per given detail in outside of compound wall as instructed by 100 264.00 Nos.

Engineer in charge.

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

115.) brooming the surface to remove all dirt, dust, mortar drops and other foreign matter etc. complete. 500 12.29 Sqm

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

116.) including a priming coat with alkali resistance primer of approved brand after 75 76.08 Sqm

thoroughly brushing the surface and other foreign matter and also including preparing

the surface even and sand parpered smooth.

117.) Providing throating or plaster strip / ghishi and moulding as instructed by Engineer in charge. 50 21.48 Rmt

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 junctions and corners 25 mm dia pully

119.) 40 x 40 x 6 mm angle and T-iron guide rail at top and bottom respectively with handles, 50 3652.12 Sqmt.

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 diagonals of

122.) galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with 98.37 385.40 Rmt.

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

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 and

124.) 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 and

125.) 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 approved

quality in Lime Mortar1:1.5 (1-Lime putty:1.5- finesand) including packing the joints etc.

complete. 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 including

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

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 white, black or

132.) white and blak marble cihps of required sizes from 1mm to 4mm nominal size laid incement 5 442.19 Smt

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) 25mm thick

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

136.) paint, brushing, interior to give an even shade including cleaning the surface an even 15 86.94 Smt

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

137.) preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter, sand 15 40.17 Smt

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

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

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 (1 cement (Grey

139.) / White / Colour : 1 stone grit (approved coloured chips)) including providing &fixing 300mm wide 3 667.78 Smt

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

140.) shall be 0.5 mm thick and 19 mm width and weighting 13 kg./100 mtr.(Average) as per 3 406.00 Rmt.

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.

Total Amount =

Total Amount =