Construction of outfall structure and other maintenance work in different lakes in bodakdev ward and other wards in North West Zone

Name of Work : Construction of outfall structure and other maintenance work in different

lakes in bodakdev ward and other wards in North West Zone.

BILL OF QUANTITES

INSTRUCTION TO TENDERERS

1.0 The Bill of quantities shall be read in conjunction with the Instructions to Bidders,

Conditions of Contract, Scope of Work, and Specifications.

2.0 The quantities given in the Bill of quantities are estimated quantities. The basis of

payment will be actual quantities of work indented and carried out and valued at the

rates and prices tendered in the priced Bills of quantities, where applicable and

otherwise at such rates and prices as the Engineer may fix within the terms of

3.0 The rates and prices tendered in the priced Bill of Quantities shall include all

equipment, plant, tools, spares, labour, supervision, overheads, consumables,

materials, erection, maintenance, testing of input material delivered, profit, taxes

and duties together with all general risks, liabilities and obligations set out and

implied in the Contract and other incidentals to comply with the requirements of

technical specifications and scope of work.

4.0 The rates and prices shall be quoted entirely in Indian Currency.

5.0 The whole cost of complying with the provisions of the contract shall be included in

the items provided in the priced Bill of Quantities and where no rates are provided

the cost shall be deemed to be distributed among the rates and prices entered for

the related items of work.

6.0 The contractor shall keep the entire carriageway neat and clean throughout the

contract period. The contractor shall maintain guard rails, railings, crash barriers,

road furniture etc. in good condition by cleaning them frequently as advised /

required by using suitable detergents/chemicals.

 The staff of the contractor shall wear safety jackets, shoes, helmets etc. while

on duty and any violation will attract a fine of Rs. 5,000/- for each incident.

 Failure to erect safety signage or trying to carry out the works without proper

precautions/safety measures as required will attract a fine of Rs. 5,000/- for

7.0 The Tendered rate for incident Management shall include all equipment, labour,

material, consumable, tools, spares, and other incidentals to comply with the

requirement of the scope of the work and technical specifications.

8.0 General directions and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. Reference to the relevant sections

of the bidding document shall be made before entering rates or prices against each

item in the Bill of Quantities.

9.0 All the figures quoted in financial bid should be covered with a transparent adhesive

Tender Fee : Rs.2400.00 Date of submission : 19/01/2026 Time : 18:00 Hrs.

Earnest Money : Rs.99,987.00 Date of Opening : 21/01/2026 Time : 12:00 Hrs.

Contractor’s Name & Address

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

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing off

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

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

2.) disposing off the excavated stuff upto 50 Meter lead.(A) 100 128.52 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 useful materials and

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

Dense or Hard soil (04003B)

Extra for additional depth more than 5.0 m for excavation for

foundation including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 m

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

Earth Work (Manually)

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and disposing off

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

Excavation for foundation for depth from 1.5 m to 3.0 m

including sorting out and stacking of useful materials and

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

or soft soil (04B002A)

Excavation for foundation for depth from 3.0 m to 5.0 m

including sorting out and stacking of useful materials and

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

or soft soil (04B003A)

Excavation Work

Excavation for pipe line trenches for water supply,

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

required as per required gradient and line including safety

8.) provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified. In all sorts of soil

and soft murrum.

a 0 to 1.5 meter depth. 150 79.46 Cmt

b 1.5 to 3 meter depth. 120 87.5 Cmt

c 3 to 4.50 meter depth. 130 91.96 Cmt

d 4.50 to 6.00 meter depth. 50 97.32 Cmt

Filling available excavated earth (excluding rock) in

9.) trenches. plinth, sides of foundations etc. in layers not 500 129.1 Cmt

exceeding 20 cm. in depth consolidating each disposited layer

by ramming and watering. (4006)

Filling in foundation and plinth with murrum or selected soil in

10.) layers of 20cm. thickness including watering, 150 286.2 Cmt

ramming and consolidating etc. complete (04008A)

Filling in foundation and plinth with brick Bats Chhara in layers

11.) of 20cm. thickness including watering, remming and 150 594.61 Cmt

consolidating etc. complete (04009A)

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

and getting out the soil and disposal of the surplus excavated

soil as directed within a lead of 50 Meter for following

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

Extra for under reaming inside the bore Holes for under

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

Empty Boring through all sorts of strata for providing 0.6 mt.

diameter RCC bored piles to required depth including

14.) providing necessary casing pipe with all plants and 50 451.25 Rmt

equipments as required complete(excluding Concrete &

Providing and casting in situ machine mixed controlled

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

Tremie Pipe including necessary

15.) flushing,dewatering ,formwork ,transporting , compacting, 15 3670.59 Cmt

vibrating, curing and finishing including all leads & lifts

complete as per detailed specifications ( Excluding

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

a 400 mm dia. Piles 50 638.83 Rmt

b 450 mm dia. Piles 50 705.03 Rmt

Extra over single under ream for providing

additional bulbs in under reamed piles, under

17.) specified diameter excluding the cost of Concrete,

steel reinforcement (only the nos. of extra bulbs are

a 400 mm dia. Piles 50 813.05 Each

b 450 mm dia. Piles 50 1103.43 Each

18.) cement concrete (PCC)

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

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

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

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

coarse sand : 8- hand broken stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth (05004A)

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

Cement:5-Coarsesand:10- hand brokenstone

aggregates 40mm no minalsize)and curing complete

21.) excluding cost of formwork in (A) Foundation and 15 2492.51 Cmt.

Plinth(Sor-2021-22 Item

no.05006A, Chapter-5)

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

22.) work including bending, binding and placing in position 10000 75.46 Kg

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

23.) nominal size) for R.C.C. linted including finishing smooth 20 4610 Cmt.

with curing etc.complete including the cost of form work

but excluding the cost of reinforcement.

Providing and laying controlled cement concrete M.150 for

curing complete excluding cost of formwork and

24.) reinforcement for reinforced concrete work in (A) 5 3871.39 Cmt

Foundations, footings,Base of columns and Mass

concrete (05023AA)

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

25.) reinforcement for reinforced concrete work in (A) 5 4238.04 Cmt

Foundations, footings, Base of columns and Mass

concrete.(05025AA)

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

26.) reinforcement for reinforced concrete work in (B) Walls, from 5 4519.88 Cmt

top of foundation level upto floor two

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

27.) reinforcement for reinforced concrete work in (D) 10 4593.91 Cmt

Columns, Pillars posts and struts, upto floor two

level(.05025DA)

Providing and laying in position Ready Mixed M

grade concrete for reinforced cement conctere work

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

kms having continuous agitated mixer, manufactured as per

mix design of specified grade for reinforced cement

28.) concrete work including pumping of R.M.C. from transit mixer 15 4793.1 Cmt

to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as

per latest IS 456 shall be maintained) (5055)

Providing and laying in position Ready Mixed M

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

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 )

Providing and laying in position Ready Mixed M

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

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

Providing and laying in position Ready Mixed M

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

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

31.) to site of laying, excluding the cost of centering shuttering 10 5140.94 Cmt

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash(Min cement level as

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

Brick work using common burnt clay building bricks

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

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

fine sand)in foundation and plinth (B)Conventional

Extra for brick work in superstructure above plinth level upto

floor two level (B) Conventional

Half brick masonry in common brunt clay building bricks

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

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

foundation and plinth (B) Conventional

Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. Height of propping and centering below

35.) supporting floor to ceiling not exceeding 4 M. and 1000 171.68 Smt

removal 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 centering below

supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain

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

(any thickness) partitions and the like including attached

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

MS work : Providing, fabricating, assembling, hoisting/

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

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

Steel Sections, Hollow sections, Tubular Sections, MS

Plates, Chequered Plates, MS Pipes, Perforated Sheet,

Flats, Bright Bars, Angles, MS Sheet, Girder, Beam,

cattle trap. eep threaded MS bolts, threaded J bolts,

insert plate, support plate etc as per drawing. all confirming to

latest relevant IS codes for the work of steel structures like

staircases, ilings, handrail, jali, gates, grills, bracings,

platforms, brackets, monkey ladder, cattle trap, windows,

pipe rack, rungs, false ceiling frame work, Roof canopy,

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

including straightening, cutting, bending, bolting and

welding the members all as per structural drawings and as

per detailed specifications (for materials &workmanship)

including necessary scaffolding/ staging etc. complete

in the situations described hereinafter and comprising of

: 1) Profile Cutting of components to required length/

width and shape/ profile; 2) Smooth grinding/ machining of

edges/ faces/ all welding joints; 3) Necessary welding

37.) (electric arc welding) for required weld lengths and sizes. 5000 128.29 Kg

4) Machine drilling of holes for joining/ anchoring (Standard

measurements will be paid for as actual cut length used at

site) The rate shall include dry sanding, degreasing (wet

cleaning) & preparation of rustfree surface manually or

mechanically, metal putty to make the surface even and

smooth, 2 coat zinc chromate yellow oxide primer and 2 coat

of enamel paint of approved shade of paint over all the

surfaces of the steel sections or as specified in the drawing.

5)including all Cutting of mild steel/ structural steel plate

with CNC plasma/ water jet/ laser cut / Friction Sawing cutting

of custom design shape as per drawing and instruction of

the architect up to any thickness. Note: Sample as per

drawing shall be get approved from the consultants

before procurement of material by the contractor. Work shall

carried out as per the approved sample. Any change

required in the fabrication drawings shall be carried out at No

extra cost. Fabrication shall be in a perfect

architectural workmanship manner and as provided in section

V & VI of IS 800 & IS 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 tender and architect

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

38.) partitions at every 1m interval and shall have minimum 50 3584.5 Cmt.

10 numbers of openings per meter of mesh

perpendicular to twist, tying with lacing wire of diameter

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

filled with boulders with least dimension of

mm, as per drawing, all complete as per directions of

Engineer-incharge

Supplying and stacking of hard stone (for stone pitching)

22.5 cm thick at site.

Dry stone pitching 22.5 cm thick laid in courses and

required profile with hammer dressed stones having no side

40.) less than 15 cm, with minimum depth of 20 cm including 150 487.3 Smt

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

42.) 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 50 165.52 Rmt

b 150 mm dia 50 242.98 Rmt

c 230 mm dia 100 400.54 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 rates below.

Class NP3 Test Pressure 0.7 Kg/sq.cm

a 300 mm 200 796 Rmt

c 600 mm 50 2049 Rmt

d 900 mm 25 3790 Rmt

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

diameters in proper position, grade and alignment at all level

44.) 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 300 119 Rmt

b 450 mm 100 171 Rmt

c 600 mm 50 228 Rmt

d 900 mm 50 340 Rmt

e 1000 mm 10 375 Rmt

f 1200 mm 10 440 Rmt

g 1400 mm 10 514 Rmt

Providing and laying rubble soling of required thickness,

under trenches, pits,foundations etc. including hand

packing, laying in proper grade, spreading, filling the

45.) interstices with sand/quarry dust/grit including watering, 80 1900 Cmt

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 outside the road site.

Rate also includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within the work site is

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. 800 52.42 Cu.M

f) Lead From 5 Km to 10 Km. 900 78.54 Cu.M

g) Lead From 10 Km to 15 Km. 63 104.65 Cu.M

Providing and operation dewatering Pump including fuel

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

47.) 5 600 Shift

for Eight Hour) (For Each Pump Set, 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, lowering and lifting the

48.) 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 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

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

should be allowed for non working condition of

Providing & Supplying JCB Machine on rental basis in case

of emergency situation and break down type work & 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 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

54.) condition as per instruction of engg. in charge, rate 5 5500

includes all nece. shifting, fuel and operating charges.

(No payment should be allowed for non working condition of

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.

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

Constructing Slab Type M.H. Chamber Of The Following Size

Including Excavation, Refilling, Brick Bats Cement Concrete

(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick cement plaster

inside & outside (Only for shaft) In Cm 1:3, Finishing With

Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe 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

Meter (Inside Clear, M.H. length should be parallel to the flow)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 5 5651.79 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 5 11395.54 No.

Constructing Slab type M.H. Chamber of the following

size including excavation, refilling, brick bats cement

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

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

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

finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE

57.) coated steps 35 cm c/c at 35 cm staggered in masonary

CM 1:5, RCC Slab in CC 1:1.5:3 of thickness 23 C.M.,

including Cantering & reinforcement (double jalli at 15 C.M.

c/c bothway 12 mm dia.) but excluding the cost of Manhole

seat cover etc..completed. of 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) 5 10177.68 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 5 19258.04 No.

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 3 26867.86 No.

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.) 3 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 required machinery etc. of

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

shall be well repaired as per instructions.

a 150 mm to 300 mm dia. 20 1339.29 No.

b 400 mm to 600 mm dia. 10 2232.14 No.

c 700 mm to 900 mm dia. 5 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

a 150 mm to 300 mm dia. 10 1133.93 No.

b 400 mm to 600 mm dia. 10 1687.5 No.

c 700 mm to 900 mm dia. 5 1980 No.

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

level incl. removing damaged brick work and repairing by brick

60.) 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) 5 728.82 No.

b (B) up to 0.35mt. (@ Four Coarse) 5 1155.44 No.

c (C) up to 0.65 mt. (@ Seven Coarse) 5 1786.49 No.

d (D) up to 0.90 mt. (@ Ten Coarse ) 5 2150.9 No.

Repairing damaged I.C./ Raising removing damaged

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

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

sheet cover, removing the debris from chamber and carting

the same as directed.

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

etc. comp. Directed.

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

Frames Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with

a plastic cups. Frame : 560 mm ø clear opening, outer size- 100 3354.74 Set

888x888x175 mm. On the upper periphery of frame 25 x

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

b clear opening, The dimension of frame and cover as per 50 1720.44 No.

mentioned in Amend No.1 to IS 12592 : 2002 table

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

560mm ø clear opening, The dimension of frame and

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

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

d x 450 mm clear opening, The dimension of frame and cover 50 2254.98 No.

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 dimension of frame and

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

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

Cover in line and level to match exisisting road level in

63.) C.C. 1:2:4 and finishing smooth, watering and protecting for 7 50 750 No.

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

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

Providing Kachha of Pakka Dummy in the following dia

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

connection work as directed.

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

b (B) 350 mm to 600 mm dia 100 302.68 No.

Providing Dead Cantering using good quality Country

Wood Planks, wall Plate of required thickness and size

65.) including placing the nece. supports of reqd. size, nailing, 300 312.5 Smt

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

66.) activities like excavation, disliting, removing debris from trench

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

a Mazdoor at day /Night 200 363.3 No

b Fitter at day / Night 100 380.3 No

b Makadam/ supervision at day / Night 100 379.46 No

Barricading the entire break down or excavated area on rental

67.) basis using wooden ballies / M.S.angles at max. 100 79.99 Rmt.

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

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,

68.) including one primer coat of red lead paint conforming IS:102 200 68.82 Kg.

Zinc chromate paint conforming to IS:104 followed by two

coat of aluminium paint as per IS:2339 OR enamel paint of

color as selected by engineer incharge, with all contractor's

materials, labour, tools & plants, in bolted/welded construction

as directed by Engineer-in Charge. The waste cut pieces shall

not be included in the paying quantity. The work shall be done

as per drawing and specification. The work shall be

carried out as per IS:800, IS:816.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

0.60 depth up to 1 mt including excavation, B.B.C.C. (1:5:10),

23 cms thick brick maso. wall in the prop. of CM (1:6) with

mm thick IPS flooring in the prop M15 at bottom and 15 mm

thick cement plaster inside the catch pit in the proportion of

CM (1:3) with out jali etc. comp. as directed.

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

70.) frame 600mm x 600mm clear opening etc. comp.. As directed 10 1377.64 No

by engineer in charge.

Providing, laying and jointing in true line and level UPVC pipe

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

make as approved by Engineer-in-charge.

a 15 mm 5 75.43 Rmt

b 25 mm 5 95.36 Rmt

c 40 mm 5 153.79 Rmt

d 50 mm 4 203.19 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

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

73.) putty :1.5 - coarse sand) laid over and jointed with 25 982.83 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 steps and landing laid on a bed of

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

sand ) finishing with flush pointing in white cement.

Providing and laying white glazed tiles 6mm thick in

skrting risers of steps and dedo on 10mm thick cement plaster

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

slurry (upto 10 ton)

Providing and layingCeramic tiles 6mm thick in skrting

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

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

Providing and laying broken chine mosaic flooring for

terrace using 12mm to 20mm broken pieces of glazed tiles

to be laid over cement mortar1:3 top lain or slope and to be

77.) tempered to bring mortar creme out up to surface using 15 739.89 Sqm

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 single or half brick walls for interior

plastering upto floor two level and finished even and smooth

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

20mm thick sand faced cement plaster on walls upto

height 10 metres above ground level consisting of 12 mm

79.) thick backing coat of C.M. 1:3 (1-cement: 3-sand ) and 8mm 50 297.68 sqm

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

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape even

80.) shade after thoroughly brushing the surface to remove all 25 113.4 sqm

dirt, and remains of loose powdered materials

Wall painting (two coats) with plastic emulsion paint of

approved brand & manufacture on undercoated wall

81.) surface to give an even shade including thoroughly 10 78.44 sqm

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

Applying two coats of putty & two coats of primer of

approved brand and manufacture on new wall surface to give

82.) an even shade including thoroughly brushing the surface 10 40.19 sqm

free from mortrd ropping and other foreign matter and sand

papered smooth.

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

including nacessary GI fittings item also includes

necessary excavation, dewatering and refilling as per

instruction Engineer In charge etc.comp.

(a) 15 mm Dia 5 279.46 No

Providing and fixing to wall ceiling and floor 10.0 Kg.

F/Cm2 working pressure polythene pipes of the following

84.) outside Dia. Low densidy, complete with special falnge 10 274.68 Rmt

compression type fittings, wall clipsetc. including making good

the wall ceiling and floor.(F) 75mm

Providing and fixing to wall ceiling and floor 10.0 Kg.

F/Cm2 working pressure polythene pipes of the following

85.) outside Dia. Low densidy, complete with special falnge 10 332.91 Rmt

compression type fittings, wall clipsetc. including making good

the wall ceiling and floor.(G) 110mm

Providing and fixing water closets quatting pan (Indian type

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

86.) and trap to be measured and paid for 10 926.1 Each

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

Providing and fixing wash basin with single hole for pillar tap

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

87.) holes and making good the same but excluding fittings.(A) 10 1400.18 Each

Vitreous China:(ii) Flat Back wash basin 550mm x 400mm

size.(i) In white colour.

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

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

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

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

Providing erecting and fixing double coated Syntex

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

necessary fittings and connection etc. complete on

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

Providing and fixing screw down bib taps of following

90.) size.(A) Brasss crew down bib tap polished bright. (i) 20 184.98 Each

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

following nominal diameter of self cleaning design with

91.) C.I.screaed down or higned grating including cost of 20 600.08 Each

cutting and making good the walls and floor100 mm inlet and

50 mm outlet.(C)100mm dia.

Providing and fixing chromium plated,bottle trap with

necessary couplings of approved quality for wash basin.

Providing and fixing ball cock of approved.quality as

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

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

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

covervSquare mouth trap 100 mm x100 mm size P-Trap

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

B.B.masonry in C.M,(1:6 ) in front and dwarf wall 1.0 Mt.high

95.) and 23 cm.thick cement plaster to masonry/in C.M.1:3) 5 2235.66 Rmt

and cement concrete flooring in 1:2:4:mix 5 cm.dia.drain

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

Providing and Laying of Rubber Moulded Paver Block

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

(Usually Uni-Paver Blocks) using black trap good quality

aggragate of 20 mm nominal size for footpath, parking

areas, service lanes and other areas as mentioned in

the drawing/instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing and

laying paver blocks as per required grading and

specification. The paver block shall be mechanically

96.) compacted. The work of paving blocks shall be executed 15 501.6 Smt

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

Providing and laying of interlocking grey Paver Blocks of high

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

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 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 executed in line and

level by skilled mason of flooring work only. Small size

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 cutting of asphalt,

99.) fixing the Kerb stones in line and level on 5 cm thick sand 10 758.93 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

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

100.) of asphalt, fixing the Kerb stones in line and level on 5 cm 10 350.89 Rmt

thick sand bedding with necessary equipments and materials.

The rate shall also include the flush pointing in CM (1:3) for all

joints of the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete mixed in proper

position as directed by Engineer in change to form a portable

mixture. In any case Gravel or such type of materials

shall not be allowed for 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 necessary

101.) accessories of kerb like radius kerbs, angles and 50 912.5 Rmt

quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb shall be fixed as paper joint without any

jointing material. However cement mortar shall be

provided at the backside of kerb stone joint. (Sample

must be approved) Cost of excavation, cutting , base

side filling shall includes as directed engineer -

incharge in above item description as per BOQ (b) 380 x

600 x 150 mm high Footpath kerb.

Providing and fixing pre-cast concrete ker stone of gray

cement based concrete bloc 30cm length,30cm height

102.) and 15cm thick o M200 grade concret as per approved design 10 224.06 Rmt

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

/ New Concrete Surface ( Painting two coats after filling the

surface with synthetic enamel paint in all shades on new

plastered concrete surfaces)

Steel work, welded in built up sections framed work

including cutting, hoisting, fixing in position and

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

105.) I.S.I specification. Using Chlordene and Chiorpurfiles 20 EC. 10 104.9 Smt

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 5 2542.37 Smt

having discharge of 115 LPM @ 15 mtr. head suitable for

mm dia. delivery pipe with control panel including 3core

flat cable of required size of length

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

108.) 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 10 1708.13 Smt

Laying of WMM 10 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 or chiselled on bed

of cement mortar 1:1 pointing with neat cement slurry

incl. moulding, Making grooves where it is required

etc. comp. as per instruction of engineer in charge.

Providing and laying marble stone slab flooring over

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

111.) 6 coarse sand) or L.M. 1:1.5 laid and jointed with grey 5 2194.63 Smt

cement slurry including rubbing and polishing complete:

(A) Marble slab 25 mm. thick.

Providing and laying Vitrified tiles 8 to 10 mm thick

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

112.) on a bed of 12mm thick cement mortar 1:3 (1- cement 5 1062.5 Smt

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

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 10 1930 Smt

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 thick and 12 mm

embossed as per given detail in outside of compound

wall as instructed by Engineer in charge.

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

115.) an even shade including thoroughly brooming the surface to 200 12.29 Sqm

remove all dirt, dust, mortar drops and other foreign matter

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

118.) / channal / angle etc. at required spacings and frame 500 100.17 Kg

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

119.) corners 25 mm dia pully 40 x 40 x 6 mm angle and T-iron 50 3652.12 Sqmt.

guide 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

120.) round in cement mortar 1:1 including neat cement 50 23.45 Rmt

finishing, watering etc. complete.

Hiring of Tractor with trolley considering 8 Hrs. As

working Day hours inclu. Driver

Providing and fixing 1.20 Metre high fencing with 2.0 Metre

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

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

122.) diagonals of galvanised steel barbed wire weighting 9.38 Kg. 50 385.4 Rmt.

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 complete.

P/M/F chainlink jali 8’ x 4’ size asper details sketch &

instruction ofengineer in charge same asLaldarwaja garden

pattern consistingof 3’ dia. M.S. black pipe ‘A’ class5’4" ht.

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

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

123.) 35 x 35 x 5 mm MS angleframe 8’ x 4’ size with MS flat of 40 1230 Rmt.

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.

(i) Uncoursed Rubble Masonry with hard stone of

approved quality in foundations and plinth in Cement

124.) Mortar 1:6 (1-cement : 6-coarse sand 15 2475.26 cu.m

including levelling up etc. complete

Coursed rubble masonry with hard stone of

approved quality in foundations and plinth in Cement

125.) Mortar 1:6 (1-Cement : 6-coarse sand) etc. 11 3301.47 cu.m

White Stone Bela mesonry block in course in

superstructure with stone of approved quality in Lime

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

packing the joints etc. complete.

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering 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 watering rolling

128.) and consolidation of subgrade in layers at O.M.C. to 250 298.67 cu.m

required dry density including filling the depression which

occur during the process usin.....

Providing and laying glass poweder in walk way and area

129.) by wall having thichness is 25mm with leveling, 200 90 Smt

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:

coarse sand) joint with neat cement slurry with pigments to

match the shade of the tiles.

Providing, Suppling, Lowering, laying and jointing GI Wire

131.) Mash as required and as per instruction by engineer 60 340 Smt

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

133.) rubble masonary with had stone of approved quality in 277 1801.7 cu.m

cement. mortar 1.5 including curing etc, complete.

Providing and laying rough chiseled dressed stone flooring

over 20mm average thick base of cement mortar 1:5 (1-

134.) Cement:5 -coarses and) or L.M.1:1.5 (1-Lime putty: 1.5- 300 285.96 Smt

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 paint, brushing,

136.) interior to give an even shade including cleaning the 25 86.94 Smt

surface an even shade including cleanicn the

surface of all dirt, dust and other

foreign matter.

Appliying priming coat over new wood and wood

based surface after and including preparing the

137.) surface by throughly cleaning oil, grease, dirt and 25 40.17 Smt

other foreign matter, sand papering and knotting.

(B) Ready mixed paint brushing wood primier pink.

Painting two coats (excluding priming coat) on new wood

and wood based surface with enamel paint, interior to

138.) give an even shade including cleaning the surface of all 25 87.11 Smt

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 : 1 stone grit (approved coloured

139.) chips)) including providing & 25 667.78 Smt

fixing 300mm wide strip of chicken net at vertical and

horizontal joints of RCC and masonary including 10mm

channel for expantion joint / grooves, curing, necessary

scaffolding in true line and level etc. complete as directed

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

140.) and weighting 13 kg./100 mtr.(Average) as per 22 406 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

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)