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

NAME OF WORK :- Repairing Of Civil Work & Remaining Devlopment Work Of Sola Lake & Diff.lake located in Gota & Other

Sr. No Description of Item Quantity Rate Unit Amount

1.) 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

2.) Excavation for foundation for depth from 1.5 m to

3.0 m including sorting out and stacking of useful

materials and disposing off the excavated stuff

upto 50 Meter lead.(A)

Loose or soft soil (04002A)

3.) Excavation for foundation for depth from 3.0 m to

5.0 m including sorting out and stacking of useful

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil (04003B)

4.) 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

Earth Work (Manually)

5.) 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

6.) 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

7.) 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

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

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. 75.00 79.46 Cmt

b 1.5 to 3 meter depth. 25.00 87.5 Cmt

c 3 to 4.50 meter depth. 12.50 91.96 Cmt

d 4.50 to 6.00 meter depth. 2.50 97.32 Cmt

9.) Filling available excavated earth (excluding

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

and watering. (4006)

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm. thickness

including watering,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)

12.) 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)

13.) 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

required depth including providing necessary

casing pipe with all plants and equipments as

required complete(excluding Concrete &

Providing and casting in situ machine mixed

controlled cement concrete M-35 for RCC bored

piles 0.6mtr.dia. Using Tremie Pipe

including 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

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 12.50 638.83 Rmt

b 450 mm dia. Piles 12.50 705.03 Rmt

Extra over single under ream for

providing additional bulbs in under reamed

piles, under specified diameter excluding the

cost of Concrete, steel reinforcement (only

the nos. of extra bulbs are to be paid).

a 400 mm dia. Piles 12.00 813.05 Each

b 450 mm dia. Piles 12.00 1103.43 Each

18.) cement concrete (PCC) 0

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

Cement : 3- coarse sand : 6- hand broken stone

aggregates 40 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

21.) minalsize)and curing complete excluding cost 6.25 2492.51 Cmt.

of formwork in (A) Foundation and

Plinth(Sor-2021-22

Itemno.05006A, Chapter-5)

22.) Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and

placing in position complete upto floor two level

Provdg. & laying ordinary cement concrete

1:1.5:3 (1 cement : 1.5 coarse sand : 3graded

stone aggregates 20 mm nominal size) for

R.C.C. linted including finishing smooth with

curing etc.complete including the cost of form

work but excluding the cost of reinforcement.

Providing and laying controlled cement concrete

M.150 for curing complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations,

footings,Base of columns and Mass concrete

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,

Base of columns and Mass

concrete.(05025AA)

Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (B) Walls, from top of

foundation level upto floor two

27.) Providing and laying controlled cement concrete

M.250 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete work in (D)

Columns, Pillars posts and struts, upto

floor two level(.05025DA)

Providing and laying in position Ready Mixed

M 200 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

28.) pumping of R.M.C. from transit mixer to site of 6.25 4793.1 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) (5055)

Providing and laying in position Ready Mixed

M 250 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

29.) pumping of R.M.C. from transit mixer to site of 78.10 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

30.) as per mix design of specified grade for 6.25 5043.66 Cmt

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering

shuttering finishing and reinforcement including

cost of admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly

Ash (Min cement level as per latest IS 456 shall

be maintained) (Cement level 475 kg (5057)

Providing and laying in position Ready Mixed

M 350 grade concrete for reinforced cement

conctere work , using cement content as per

approved Design Mix manufactured in fully

automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured

as per mix design of specified grade for

reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of

laying, excluding the cost of centering

shuttering finishing and reinforcement including

cost of admixtures in recommended proportions

as per IS: 9103 to accelerate/ retard setting

of concrete, improve workability without

impairing strength and durability as per

direction of the Engineer - in - charge. Without Fly

Ash(Min cement level as per latest IS

shall be maintained) (Cement level 500 kg )

32.) Brick work using common burnt clay building

bricks having crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)in foundation

and plinth (B)Conventional

33.) Extra for brick work in superstructure above plinth

level upto floor two level (B) Conventional 71.25 272.25 Cmt.

Half brick masonry in common brunt clay building

bricks having crushing strength not less than

Kg/Sq.Cm.in Cement mortar1:4(1-Cement:4-

coarse sand) in foundation and plinth (B)

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. (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

(any thickness) partitions and the like including

attached buttresses & string course & the like.

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.

37.) 4) Machine drilling of holes for joining/ anchoring 2500.00 128.29 Kg

(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

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 selection.

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

38.) size, Mesh Type 10x12(D=100 mm with tolerance 12.50 3584.5 Cmt.

of ± 2%) Zinic+PVCcoated, Mesh wire

diameter2.7/3.7mm, mechanically

edged/selvedged with partitions at every 1m

interval and shall have minimum

10 numbers of openings per meter of

mesh perpendicular to twist, tying with lacing wire

of diameter 2.2/3.2mm(ID/OD), supplied @3% by

weight of Gabion boxes, filled with boulders with

least dimension of

mm, as per drawing, all complete as per

directions of Engineer-incharge

39.) Supplying and stacking of hard stone (for stone

pitching) 25.00 966.1 Cmt

22.5 cm thick at site.

Dry stone pitching 22.5 cm thick laid in

courses and required profile with hammer

dressed stones having no side less than 15 cm,

with minimum depth of 20 cm including

preparing the bedding surface etc. all complete.

(Payment for Stone to be made separately).

41.) Labour charges for dry stone pitching of 22.5 cm.

thick including preparing the surface etc complete. 25.00 307.13 Smt

Providing and supplying,and jointing ISI

mark only standard length stoneware pipes of

following class and diameter including

excavation for laying of pipes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc.

compl. (IS651/1989 or its latest revision)

including labour work for lowering, laying,

joiting with cement mortar (1:1) proportion, proper

postion, grade and alignment and all level as

engineer in charge including store to site of work

jointing material etc complete.

a 100 mm dia 25.00 165.52 Rmt

b 150 mm dia 25.00 242.98 Rmt

c 230 mm dia 25.00 400.54 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 0

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

following diameters in proper position, grade and

alignment at all level as directed by

Engineer-in-charge including conveyance from

stores to site of work, labour, giving hydraulic

testing as per ISI code.

Class NP2,NP3,NP4 0

Providing and laying rubble soling of required

thickness, under trenches, pits,foundations etc.

including hand packing, laying in proper grade,

spreading, filling the interstices with sand/quarry

45.) dust/grit including watering, consolidation by 12.50 1900 Cmt

rolling/ compacting mechanically with 3-

5 ton compactor etc complete as

per drawings,specifications and as directed by

Conveyance charge of earth, lime, murrum,

building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregates of any kind

46.) executed outside the road site. Rate also 0

includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within the

work site is not payable.

a) Lead up to 1 Km. 0.25 23.38 Cu.M

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

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

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

e) Lead From 4 Km to 5 Km. 203.75 52.42 Cu.M

f) Lead From 5 Km to 10 Km. 225.00 78.54 Cu.M

g) Lead From 10 Km to 15 Km. 25.00 104.65 Cu.M

Providing and operation dewatering Pump

including fuel charges & operator Charges etc. as

directed etc. comp. (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

48.) required, lowering and lifting the pumps as 2.50 16 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

49.) with Arranging diesel to run the 2.00 2800 Shift

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

payment should be allowed for non working

condition of machinery)

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg. in charge,

rate includes all nece. shifting, fuel and operating

charges and stacking of useful & non-useful

materials separately up to store. (No payment

should be allowed for non working condition of

machinery and for pipe line excavation and laying

Supplying Pneumatic Breaker Machine for RCC

Slab or Asphalt Demolishing Work on site by

using Operator, fuel, power Supply etc.

51.) Complete as Directed. (No payment should be 2.00 600 HR.

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

Providing & Supplying hydra carne Machine of

tone capacity on rental basis in case of

emergency situation and break down type work

& also during unavoidable condition as per

54.) 2.00 5500 Per 8 hr Shift

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)

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

55.) mm thick cement plaster inside in CM 1:3, 0

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

b 0.60 X 0.75 mt. size Inside Clear, Depth from

0.0 to 0.90 meter.

c 0.75 X 0.75 mt. size (Inside Clear) Depth from

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

56.) cement plaster inside & outside (Only for shaft) In 0

Cm 1:3, Finishing With Cement Slurry, P/F

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

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

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

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

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

57.) dia M.S.Steel HDPE coated steps 35 cm c/c at 0

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) 2.00 10177.68 No.

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt.

d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt.

e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt.

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

incl. Dewatering and other required

machinery etc. of following dia pipes at any

convenient time. All damaged work shall be

well repaired as per instructions.

a 150 mm to 300 mm dia. 5.00 1339.29 No.

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

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

Cutting the pipes of following dia coming in

the new M.H.in running sewer including cutting

bars, including removing debris /silt from the

59.) M.H. and carting at a suitable distance 0

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. 1.00 1133.93 No.

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

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

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

to road level incl. removing damaged brick work

and repairing by 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) 1.00 728.82 No.

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

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

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

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and

fixing C.I. steps and existing chamber sheet

cover, removing the debris from chamber and

carting the same as directed.

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

a plastic cups. Frame : 560 mm ø clear opening, 5.00 3354.74 Set

outer size- 888x888x175 mm. On the upper

periphery of frame 25 x 3 mm wide MS flat should

be well embed in concrete to protect the edges of

frame. FRC E.H.D.-35 manhole cover & frame

described as above

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

- 560 mm ø clear opening, The dimension of

frame and cover as per 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- 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

dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in

63.) C.C. 1:2:4 and finishing smooth, watering and 5.00 750 No.

protecting for 7 days etc. complete as directed.

M.H. seat cover will be supplied byA.M.C.(from

64.) Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same after

completion of the connection work as directed.

b (B) 350 mm to 600 mm dia 8.00 302.68 No.

Providing Dead Cantering using good quality

Country Wood Planks, wall Plate of required

thickness and size including placing the nece.

supports of reqd. size, nailing, fixing with mortar,

levelling. All specification for dead centring as per

standard engg. practice etc. comp. as directed.

66.) 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 75.00 363.3 No

b Fitter at day / Night 25.00 380.3 No

b Makadam/ supervision at day / Night 25.00 379.46 No

Barricading the entire break down or excavated

area on rental basis using wooden ballies /

M.S.angles at max.

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

reflective paint

/ Board out side to avoid accident & for smooth

67.) traffic diversion & movement including 125.00 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,

bolts, washers, including one primer coat of red

68.) lead paint conforming IS:102 Zinc chromate paint 500.00 68.82 Kg.

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 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.

70.) 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. 25.00 1377.64 No

71.) 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.

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-

72.) Cement:3coarse sand) and jointed with gray 12.50 1176.03 Sqm

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 putty :1.5 - coarse

sand) laid over and jointed with grey

cement slurry mixed with pigment to match

the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick

74.) 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.

75.) 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)

76.) 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

77.) to bring mortar creme out up to surface using 15.00 739.89 Sqm

white cement including rounding off junctions

and extending them upto 15 cm along the

wall,clearing with water and oxalic acid etc.as

78.) 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 thick backing coat of C.M. 1:3

(1-cement: 3-sand ) and 8mm thick finishing coat

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

80.) Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials

Wall painting (two coats) with plastic emulsion

paint of approved brand & manufacture on

undercoated wall surface to give an even

shade including thoroughly brushing the

surface free from mortar droppings and other

foreign matter and sand papered smooth.

Applying two coats of putty & two coats of

primer of approved brand and manufacture on

new wall surface to give an even shade

including thoroughly brushing the surface free

from mortrd ropping and other foreign matter and

sand papered smooth.

Making hole on existing CI/DI/MS water

pipe line including nacessary GI fittings item

also includes necessary excavation, dewatering

and refilling as per instruction Engineer In

charge etc.comp.

Providing and fixing to wall ceiling and floor

10.0 Kg. F/Cm2 working pressure polythene

pipes of the following 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

work,bed concrte,foot rests and trap to be

measured and paid for seperately)(A)Vitreous

China (I) Long pattern white colour.

Providing and fixing wash basin with single hole

for pillar tap with C.I.or M.S.brackets painted

white including sutting holes and making good

the same but excluding fittings.(A) Vitreous

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

400mm size.(i) In white colour.

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

brick masonry chamber and water tight C.I.cover

with frame of 300 mm x 300 mm size (inside) with

standard weight.(i) Square mouth traps.(B)150

mm x 100 mm size P or R type

Providing erecting and fixing double coated

Syntex PVC.(ISI)water tank of required capacity

each with all necessary fittings and connection

etc. complete on terrace.(S.O.R.- 2021-22 -I.C.-

90.) Providing and fixing screw down bib taps of

following size.(A) Brasss crew down bib tap

polished bright. (i) 15mm dia.

Providing and fixing cast iron (Spun) Nahni trap of

the following nominal diameter of self cleaning

design with C.I.screaed down or higned grating

including cost of cutting and making good the

walls and floor100 mm inlet and 50 mm

outlet.(C)100mm dia.

92.) Providing and fixing chromium plated,bottle

trap with necessary couplings of approved quality

for wash basin.

93.) Providing and fixing ball cock of

approved.quality as directed.(A) Copper Metal (i)

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

masonry chamber & water tight G.T.Stone

including fixing of covervSquare mouth trap

mm x100 mm size P-Trap (S.O.R.- 2021-22 -I.C.-

Constructing a sink (chowkedi) with

C.C.1:2:4,12cm.thick over B.B.masonry in

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

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

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

1:2:4:mix 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

96.) mechanically compacted. The work of paving 125.00 501.6 Smt

blocks shall be executed in line and level by

skill mason of flooring work only. It should be laid

in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block

necessary then it should be cut by machine only

and carting. The finished surface of the paver

block shall have resonably good, plain finished.

Paver blocks shall be compacted and shall be

relaid if necessary. Gravel or such type of

materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

Providing and laying of interlocking grey Paver

Blocks of high density 80mm thick made from M-

40 grade concrete using 6 mm to 20 mm

machine crushed well graded stone aggregate,

sand of approved quality, OPC 53 grade

97.) cement with contractor's own concrete mix design 25.00 572 Smt

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

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

98.) shall be executed in line and level by skilled 25.00 572 Smt

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, fixing the

99.) Kerb stones in line and level on 5 cm thick sand 25.00 758.93 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

100.) aggregate of Sevaliya/Timba or equivalent 25.00 350.89 Rmt

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 thick Sand

Pre cast concrete kerb Providing and

fixing M25 Grade of concrete precast exposed

/ Fair finish / texture finish kerb stones of

approved make as per approved sample of

any size and any type. Kerbs shall be fixed

on the foundation prepared as per approved

design. The rate shall also include for

erecting and fixing the pieces in

position for complete kerb system with

chamfered type of kerbs including

101.) necessary accessories of kerb like radius 250.00 912.5 Rmt

kerbs, angles and 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 and 15cm thick o M200 grade

102.) concret as per approved design an including 125.00 224.06 Rmt

excavation for fixing in proper lin and level,filling

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

103.) Painting Two Coats on divider and footpath curb

/ 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

104.) angles Tees, flats, with connecting plates or 12.50 8330.18 Q

angle cleats as in main and cross beams. Hip

and jack rafters, purlins conneted to common

rafters and the like (R & B SOR-2023-24, Item

code 11002AA, NBO.11.4)

Carring out plinth treatment to post construction /

existing structure by spraying chemical solution

for termite control treatment including labour and

material consistment with

I.S.I specification. Using Chlordene and

Chiorpurfiles 20 EC. As Per 6131_paret-II

Consentration Weight one percent is

recommended i.e one litre 20 EC chemical

emulsion with 19 liter give 1 % concrentration

inclusive of one litre chemical emulsion appication

at the rate of 5 Litre chemical / Sqm of surface is

recommended as per I.S

Providing & erecting open well type horizontal

mono block pump set with stainless steel

body having following specification (A) 0.5 H.P.

single phase open well motor pump set having

106.) discharge of 115 LPM @ 15 mtr. head suitable for 2.00 2542.37 No

32 mm dia. delivery pipe with control panel

including 3core flat cable of

required size of length 5 Mtr.

107.) Painting the kids picture chart & letter writting of

different size and shapes as per details/design

etc.comp. as dire. 2.00 5803.57 No

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 0

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 50.00 1708.13 Smt

Laying of WMM 50.00 31.25 Smt

Supply, Spreading and leveling of Brick

109.) dust (Chharu) particle size having maximum 10 187.56 669.64 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 mortar 1:6 (1 cement: 6 coarse sand)

or L.M. 1:1.5 laid and jointed with grey

cement slurry including rubbing and polishing

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

Providing and laying Vitrified tiles 8 to 10 mm

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

landing laid on a bed of 12mm thick cement

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

finishing with flush pointing in white cement.

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

Approved Quality & Color / Pattern as per

Consultant's design also includes required

fabrication structure in the grid of 2'- 0x2'-0 size

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

113.) 1"x1",G.I. & Bitumen Washers,Silicon paste 23.75 1930 Smt

application for fixing the sheet.Rate also

include necessary bending,cutting,labour

charges,Zinc Primer coat & Two coats of oil

painting of color as approved by consultants &

making good the wall.(N.S.)

Labour charges for writing of capital letter

"AMC" in green plaster of 30 cm height, 25 mm

thick and 12 mm embossed as per given detail

in outside of compound wall as instructed by

Engineer in charge.

White washing with lime on wall surfaces (two

coats) to give an even shade including

thoroughly brooming the surface to remove all dirt,

dust, mortar drops and other foreign matter etc.

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 23.8 76.08 Sqm

primer of approved brand after

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. 25.0 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

x 40 x 6 mm angle and T-iron guide rail at top

and bottom respectively with handles, stoppers

and locking arrangement etc. including applying a

priming coat of red lead paint.

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

quarter round in cement mortar 1:1 including

neat cement finishing, watering etc. complete. 287.00 23.45 Rmt

121.) Hiring of Tractor with trolley considering

Hrs. As working Day hours inclu. Driver 2.00 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. 3.00 385.40 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

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

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

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

including levelling up etc. complete

Coursed rubble masonry with hard stone

of approved quality in foundations and

plinth in Cement Mortar 1:6 (1-Cement : 6-

coarse sand) etc.

White Stone Bela mesonry block in

course in superstructure with stone of

126.) approved quality in Lime Mortar 1:1.5 (1- 1.25 4303.47 cu.m

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

127.) subgrade in layers at O.M.C. to required dry 75.00 93.74 cu.m

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 and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process usin.....

Providing and laying glass poweder in walk way

and area by wall having thichness is 25mm with

129.) leveling, compacting, rolling etc, as directed by 87.50 90.00 Smt

engineer in charge

Providing and laying chequered precast cement

concrete tiles 22 mm thick with aggegate of

sizes up to 6mm in floors ,treads of steps and

130.) landing son 20mm thick bed of C.M. 1:6 (1- 3.75 343.71 Smt

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 Mash as required and as per

131.) instruction by engineer incharge. 3.00 340.00 Smt

Providing and laying 40mm thick marble chips

flooring rubbed and polished (I.E.terrazo) to

granolithic finish with under layer 30mm thick

132.) cement concrete 1:2:4(1-Cement: 2-coarse 8.75 442.19 Smt

sand: 4-graded stone aggregate 10mm and

down gauge) and top layer 10mm thick with

white, black or white and blak marble cihps of

required sizes from 1mm to 4mm nominal size

laid incement marble powder mix 3:1 (3-

Cement: 1-Marble powder by weight)

inproportion of 4:7 (4-Cement : 7-marble chips

by volume) (A) Dark shade pigment with

ordinary cement (In top layer only)

Providing panel wall for dry stone pitching in

uncoursed rubble masonary with had stone of

133.) approved quality in cement. mortar 1.5 0.75 1801.70 cu.m

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)

134.) or L.M.1:1.5 (1-Lime putty: 1.5-coarse sand) 15.00 285.96 Smt

including pointing with cement mortar 1:2 (1-

cement: 2-stone dust) etc. complete. (A) 25mm

Applying priming coat over new steel and

other metel surface after and including

preparing the surface by throughly cleaning,

135.) oil,grease, dirt and other foreign matter and 112.50 34.34 Smt

scoured with brushes fine steel wood,

scrapers and sand paper with ready mixed

priming paint brushing red lead.

Painting two coats (excluding priming coat) on

new steel and other metal surface with

enamel paint, brushing, interior to give an

136.) even shade including cleaning the surface 112.50 86.94 Smt

an even shade including cleanicn the

surface of all dirt, dust and other

foreign matter.

Appliying priming coat over new wood and

wood based surface after and including

preparing the surface by throughly cleaning

137.) oil, grease, dirt and other foreign matter, 93.25 40.17 Smt

sand papering and knotting.

(B) Ready mixed paint brushing wood primier

Painting two coats (excluding priming coat) on

new wood and wood based surface with

enamel paint, interior to give an even shade

including cleaning the surface of all dirt, dust

and other foreign matter sand papering and

Providing and applying approved coloured

chips 20mm thick STONE CREAT PLASTER

for exterior / interior side on wall up to full height

from ground level consisting of 12mm thick

backing coat of CM 1:3 (1 cement : 3 Bodeli

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

cement (Grey / White / Colour : 1 stone grit

139.) (approved coloured chips)) including providing 35.00 667.78 Smt

fixing 300mm wide strip of chicken net at

vertical and horizontal joints of RCC and

masonary including 10mm alluminium

channel for expantion joint / grooves, curing,

necessary scaffolding in true line and level etc.

complete as directed by EIC.

Providing in line level plumb, fabricating and

fixing three row horizontal barbed wire fencing

and punched tape concertina coil of 9 turns per

meter of 610 mm diameter fixed with clips on

top of the angle iron posts. The punched tape

concertina coil having sharp barbs at every

mm spacing shall be 0.5 mm thick and 19 mm

140.) width and weighting 13 kg./100 mtr.(Average) 11.22 406 Rmt

as per manufacture's specification. The rate

shall also include providing and fixid 1.20 mtr.

total long MS angle 40 x 40 x 6 mm @ 3.00 mt

. c/c spacing embedded in RCC column , angle

posts shall be painted with one coats of red

oxide and two coats of enamel paint of

approved quality at top of compound wall.

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Repairing Of Civil Work & Remaining Devlopment Work Of Sola Lake &

Diff.lake located in Gota & Other Wards of NWZ.

2 Time Limit 11 month (Ex.Monsoon)

3 Eligibility Criteria Register “E-1” Class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.50,00,000.00

5 Earnest Money Deposit Rs.50,000.00 Demand Draft, Pay order, or Cheque ,Bank Guarantee (As

per AMC Finance dept. circular No – 03, Dt.28/04/2023) in favour of

Municipal Commissioner, Ahmedabad) To be submitted as prescribed in

7.0 below. Demand Draft or Bank Guarantee shall be from Nationalized

Bank and valid for 120 days.

6 (A) Security Deposit: 5% of Tender Amount but Depends Upon AMC Circular Only.

(B) Retention 1. @ 2% of the value of work done will be deducted from each RA bill.

It will be released along with release of payment of Final Bill.

7 Tender fees Rs.1500.00 Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager (North West zone), Ahmedabad Municipal

Corporation, North West Zone, Zonal Office", Nr.Atithi Hotel, Bodakdev

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.19/01/26 up to 18:00 Hrs The tenders received after this date and

Tenders. time will not be entertained under any circumstances.

11 Date of Opening Dt.21/01/26 at 12:00 Hrs to Assistant Manager "North West Zone

Office", Rajmata vijyaraje sindhya bhavan, Near Atithi hotel, Bodakev,

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/

Documents Speed post/ Hand Delivery/ Courier in sealed covers as described in

submission of the tender.

13 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

15 Goods & Service Tax (GST) Goods & Service Tax (GST) shall be applicable & bidder should submit

all necessary supporting documents as and when asked by AMC.

16 Defect liability period 12 months after completion of the work

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all

the tenders without assigning any reasons thereof.

Conditional tenders will not be accepted. Municipal Commissioner reserves the rights to reject any or all the

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (Hereinafter called “the Employer”) invites

sealed Tender document from reputed and qualified bidders for the construction of Works

detailed in the Table below:-

Sr. Name of Works Approximate Bid Security Completion

No. value of works (Rs.) Period

1 Repairing Of Civil Work & Remaining Rs.50,00,000.00 Rs.50,000.00 11 months

Devlopment Work Of Sola Lake & Diff.lake (Ex.Monsoon)

located in Gota & Other Wards of NWZ.

2. Tender (a complete set of bidding document) fee shall be Rs.1500/- in the form of Demand

Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid

at the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

http://amc.nprocure.com and http://nprocure.com. up to Dt.19/01/26 at 18:00 hrs tender

fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid submission.

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as specified

in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.Atithi

Hotel, Bodakdev Ahmedabad. Not later than 17:00 hrs on Dt.20/01/2026.

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central

2. Contractor shall register the work to labour commissioner as per labour act.

3. Contractor shall not sub-let the work without permission of the authority

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals shall

only apply. Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

work done after time limit, maximum up to 10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate

bills of Contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as

directed"/approved" by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to

mean as a reference to the latest edition of the same in force on the date of agreement.

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to

the following limits:

(i) Length, width and depth (height)------- 0.01 Meter. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

(iii) Cubic Contents ------0.01 Cu.Mt. (CMT)

17. The distance, which constitutes lead, shall be determined along the shortest practical route

and not necessarily the route actually taken. The decision of the Engineer-in-charge in this

regard shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of

work is in the form of a designation containing the number of the specification of the material

and prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve

the contractor from the responsibility of replacing defective material brought on site or

materials used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner.

Materials shall be stone at site of work in a systematic manner. Materials shall be stored in

such a manner as to prevent damage, deterioration or intrusion of foreign matter and to-

ensure the preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from

the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the

particular item.

27. All tools, templates, machinery and equipment for correct execution of the work as well as for

checking lines, levels, alignment of the works during execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion

of the structure.

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the

works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the

addendum will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/2022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work

and all the bidders are bound to follow the same, so the bidder must check before applying for

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar

days (120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall

furnish to the Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank

Guarantee, pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document

for the construction of works (as defined in these documents, hereinafter referred to as "the Works")

Detailed in the table given in the ITB.

1.2 The Works consist of:

a) “TENDER DOCUMENT FOR : Repairing Of Civil Work & Remaining Devlopment Work Of Sola Lake &

Diff.lake located in Gota & Other Wards of NWZ.

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

2.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the

following requirements:

A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

The bidders shall have a registration with State PWD, and/or CPWD or AMC or equivalent. If

contractor is not registered with AMC in the relevant class, on award of contract he shall be required to

register himself with AMC within 3 month's time Bidders shall provide such evidence of their continued

eligibility satisfactory to the Employer, as the Employer shall reasonably request.

3. Eligible Material, Equipment and Services

3.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be

required to provide evidence of the origin of materials, equipment, and services to the satisfaction of

4. Qualification of the Bidder

4.1 To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder.

General information

All individual firms must complete the information in this form. Nationality information shall be

provided for all owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

additional information regarding litigation, debarment, arbitration, etc.

4.2 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any

of the following reasons:

a) Misleading or false representation in the forms, statements and attachments submitted and

included in document.

b) Record of poor performance such as abandoning the work, rescinding of contract for which

the reasons are attributable to the non-performance of the contractor, consistent history of

litigation awarded against the applicant or financial failure due to bankruptcy.

c) Has been identified by the AMC as poor performer in implementation of ongoing AMC works

e.g. Works completed after notices issued by AMC or poor quality of work or completed after

time limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such North west Zone grouting

work tenders, then in such case, AMC can award such tender to other contractors.

5 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their

misleading or false representations in the forms statements etc. for the period to be decided by

6. Cost of Bidding

6.1 The bidder shall bear all costs associated with the preparation and submission of his bid and

he Employer will in no case be responsible or liable for those costs.

7.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain

for itself on its own responsibility all information that may be necessary for preparing the bid

and entering into a contract for construction of the Works. The costs of visiting the Site shall be

at the bidder's own expense.

7.2 The bidder and any of its personnel or agents will be granted permission by the Employer to

enter its premises and lands for the purpose of such inspection, but only upon the express

condition that the bidder, its personnel and agents, will release and indemnify the Employer

and its personnel and agents from and against all liability in respect thereof and will be

responsible for death or personal injury, loss of or damage to property and any other loss,

damage, costs and expenses incurred as a result of the inspection.

B. Preparation of Bids

8. Language of Bid

8.1 The bid, and all correspondence and documents related to the bid exchanged between the

bidder and the Employer shall be written in the English language. Supporting documents and

printed literature furnished by the bidder may be in another language provided they are

accompanied by an accurate translation of the relevant passages in the English language, in

which case, for purposes of interpretation of the bid, the English translation shall prevail.

9 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set of

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

10.1 Unless stated otherwise in the bidding documents, the Contract shall be for the whole Works as

described in bidding documents, based on the percentage rate amount in the Bill of Quantities

submitted by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline

date for bid submission specified in Clause. The Employer as non-responsive shall reject a bid

valid for a shorter period.

11.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer

may request the bidders to extend the period of validity for a specified additional period. The

request and the responses there to shall be made in writing or by fax. A bidder may refuse the

request without forfeiting his bid security. A bidder agreeing to the request will not be required

or permitted to modify his bid but will be required to extend the validity of his Bid Security for

the period of the extension, and in compliance with Clause 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid

(IFB) for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL

COMMISSIONER, Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve

Bank of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of

more than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security of the successful bidder, along with second and third lowest tenders,

will be returned when the bidder has furnished the required performance security and signed

12.4 The Bid Security may be forfeited

a) If the bidder withdraws his bid during the period of bid validity;

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

13.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

13.2 The bid shall be typed or written in indelible ink and shall be signed by a person or

persons duly authorized to sign on behalf of the bidder.

13.3 The bid shall contain no alterations, omissions or additions, except those to comply with

instructions issued by the Employer, or as necessary to correct errors made by the bidder, in

which case the person or persons signing the bid shall initial all such corrections.

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager(New West zone) , "New West Zone Office", Old Memnagar Nagar Palika

Building, Near Manav Mandir, Memnagar, Ahmedabad - 380

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

TENDER FOR Repairing Of Civil Work & Remaining Devlopment Work Of Sola Lake & Diff.lake located in Gota

& Other Wards of NWZ.

14.2 If the envelope is not sealed and marked as above, the Employer will assume no responsibility

for the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

15.1 Bids must be received by the Employer at the address specified above not later than the time

and date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives

withdrawal. Any MODIFICATIONS in respect of tender document shall be submitted in separate

sealed envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL"

as appropriate.

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. In the event of specified date of bid opening

being declared as a holiday for the Employer, the Tender will be opened at the appointed time

and location on the next working day.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause

mentioned previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security,

the amount and validity of Bid Security furnished with each bid, is valid registration and such

other details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing

their attendance.

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security furnished does not conform to the amount and validity period as specified in

the Invitation for Bid and has not been furnished in the form, the bid shall be rejected by the

Employer as non-responsive.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume

accompanied with valid Bid Security will be taken up for further evaluation. In case, the Bank

does not confirm the Bid Security, the bid shall be rejected as non-responsive and no further

evaluation carried out.

19.3 The tender volume will further be examined to determine whether the bid has been properly

signed, meets the eligibility and qualification criteria, has the required available bid capacity, is

accompanied by the requisite certificates, undertaking and other relevant information specified

in the bid documents and is substantially responsive to the requirement of the bidding

documents and provides any clarification for ascertaining the correctness of the

information/details that the Employer may require.

19.4 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will

not subsequently be made responsive by correction or modification or withdrawal of the non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available

bid capacity, in presence of the bidders or their representatives who choose to attend on the

date intimated to such bidders. In the event of specified date of Tender volume opening being

declared a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time

and location on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other

details, as the Employer may consider appropriate will be announced by the Employer at the

opening of the Tender volume. Any bid price, which is not read out and recorded at the bid

opening, will not be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing

their attendance.

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

21.3 If the Tender volume is not substantially responsive, it will be rejected by the Employer and may

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for

any arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or

below), the amount arrived by addition percentage (above or below) as written in word shall

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the

bidder. If the bidder does not accept the corrected amount of bid, his bid will be rejected, and

his Bid Security may be forfeited.

23. Evaluation and Comparison of Tender volume

23.1 The Employer will evaluate and compare only those Tender volumes which are determined to

be substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with

the construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer

may be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 Clarification of Bids

24.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his

discretion, ask any bidder for authentication the correctness of the information/details

furnished by him in his bid. Such request by the AMC and the response by bidder shall be in

writing or by cable/fax, but no change in the price or substance of the bid shall be sought,

offered or permitted except as required to confirm the correction of arithmetical errors

discovered by the Employer in the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

contract award decisions may result in the rejection of his bid.

25.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other

persons not officially concerned with such process until the award to the successful bidder has

been announced. Any effort by a bidder to influence the Employer's processing of bids or award

decisions may result in the rejection of his bid.

F. Award of Contract

26.1 The Employer will award the Contract to the bidder whose bid has been determined to be

substantially responsive to the bidding documents and who has offered the lowest Evaluated

Bid Price provided that such bidder has been determined to be (i) eligible in accordance with

the provisions of previous Clauses and (ii) qualified in accordance with the provisions of

previous Clauses.

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process

and reject all bids, at any time prior to award of Contract, without thereby incurring any liability

to the affected bidder or bidders or any obligation to inform the affected bidder or bidders of

the grounds for the Employer's action.

28. Notification of Award

28.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will

notify the successful bidder by cable/fax and confirmed by registered letter that his bid has

been accepted. This letter (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

28.2 The notification of award will constitute the formation of the Contract.

29. Signing of Agreement

29.1 At the same time that the Employer notifies the successful bidder that his bid has been

accepted, the Employer will direct him to submit the Performance Security and attend the

Employer's office on a date determined by the Employer for signing the Form of Agreement.

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder

shall deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for

an amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank

guarantee as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

31.1 The Employer will reject a proposal for award if he determines that the Bidder recommended

for award has engaged in corrupt or fraudulent practices in competing for the contract in

question. The Employer will declare the firm ineligible, either indefinitely or for a stated period

of time, to be awarded a contract by AHMEDABAD MUNICIPAL CORPORATION if it at any time

determines that the firm has engaged in corrupt or fraudulent practices in competing for the

contract, or during execution.

i) “corrupt practice” means behavior on the part of officials in the public or private sectors by

which they improperly and unlawfully enrich themselves and/or those close to them, or induce

others to do so, by misusing the position in which they are placed, and it includes the offering,

giving, receiving, or soliciting of anything of value to influence the action of any such official in

the procurement process or in contract execution; and

ii) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement

process or the execution of a contract to the detriment of the Borrower, and includes collusive

practice among bidders (prior to or after bid submission) designed to establish bid prices at

artificial non-competitive levels and to deprive the Borrower of the benefits of free and open

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

1. The selection process will lay high emphasis on the ability and competency of contractors to do

high quality work within the given time schedule.

2. The onus of providing, all necessary company / project related information, in appropriate

manner and medium, so as to demonstrate the competency of the bidder and to allow proper

evaluation, will rest entirely on the Bidder.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material

misrepresentation or provided fraudulent information / statement, the said Bidder will be liable

for disqualification / rejection at any stage.

10. Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the

Tender volume is submitted without valid documents and without proof of eligibility criteria

will be rejected.

11. Those who do not meet with the eligibility criteria need not submit the Tender document.

12. Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect

or are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contract

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for

start of defect liability period will be considered as the date mentioned in the completion

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as

per the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have

to provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose

of construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will

be carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

Contactor has to arrange for the complete safety of the persons working for project, users of

the road i.e. public and vehicles also. All the arrangements of traffic drums, metal / fiber cones,

traffic blinkers, traffic signs as per design, safety tapes etc. to be arranged at site. Necessary

florescent marking on traffic signs to be provided so that it should be visible at night. During

night working hours safety in charge personnel shall be provided with florescent jackets.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions

for the traffic. The Contractor shall and must provide above at his own cost. If the Contractor

fails to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

All charge on account of Octroi, excise duties, terminal tax, sales tax. Service tax, VAT,

govt.duties etc. on material procurement or any other component for the works from any

source shall be borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the

tender failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

24. Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws

as well as framed from time to time). Any penalties laid due to violation of such laws shall be directly

deducted from the contractor's outstanding.

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill

and the amount of actual Testing charges shall be adjusted in the final bill.

26. Special Clause: As per construction works welfare cess Act – 1996 non-refundable one

percent of tender amount shall be deducted against works welfare cess.

Seal and Signature of the Bidder Addl. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

NAME OF THE CONTRACT : Repairing Of Civil Work & Remaining Devlopment Work Of Sola Lake &

Diff.lake located in Gota & Other Wards of NWZ.

Addl.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Ahmedabad. Gujarat

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings

and Addenda No._______ for the execution of the above named works, we, the

undersigned, offer to execute and complete such works and remedy any defects therein in

conformity with the Conditions of Contract, Specifications, Bill of Quantities, Drawings and

Addenda for the sum of Rs_______________ (Rupees______________________

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period

stated in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to

commence, and to complete and deliver the sections and the whole of the Works

comprised in the Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after

the date of bid opening, and it shall remain binding upon us and may be accepted at any

time before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Addl.City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 11 month ( Ex.Monsoon) period after the order to start the works. Progress of work should

be in proportion to time limit.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor shall arrange for

barricading at night and arrangement of Pagi at night to direct the traffic. He shall be responsible for any damage to public.

If any incident happen, during the execution of work. In case of dispute for unseen or overlooked items the decision of the

Dy. City Engineer shall be final. The contractor shall have to give site clean of all rubbish during the work and at the time of

completion of work and hand over the site with final finishing of the work as directed. All the rejected materials shall be

removed from site within 24 hours by contractor at this risk and cost. Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to prepare through of

bigger size and mix the mortar in the required proportion. In on case he shall be allowed to mix the mortar either on floor

or any finished surfaces. The contractor shall have to make his own arrangement for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor and he shall be paid

at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not available in SOR than based on

current market rates. In case of extra item decision of Add. City Engg. shall remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose work the

contractor shall carry out the same at his quoted rates without charges any extra and the contractor will have to carry out

the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent changes in site and design is

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have to prepare the

measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be fully responsible for

compliance of the various provisions under contract Act. 1970 and the Rules framed the to under.

The tender for the work shall remain open for a period (120) days from the date of opening of the tenders for this work and

that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the Municipal

Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As

per Form - B1) per day of delay shall be recovered from the immediate bills payable to the contractor. Contractor has to

make his own arrangement for procurement of steel and cement.

Contractors should note the following conditions carefully:-

1. Conditional tender shall not be accepted.

2. All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in cash.

4. Condition of Form - B1 Standard Specification of material & code of practice will be applicable. Form B1 can be is

available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat booklets of Building Works & and Road

Works Specifications published by Gujarat Book Depot, Sector-21. Gandhinagar.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour

Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the

guide lines. If child labour is employed on the site work, the contractor shall have to deposit Rs.

(Rupees Tw enty thousand only) in the child labour welfare fund. If the employer refuses to deposit then

action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the

Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal Corporation shall

recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its

Reso. No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual

testing charge is taken and the remaining amount is refundable at the time of final bill (As per Muni. Board

Reso. No. 123 dated 25-02-97)

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and

has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be

entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by

A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed

along with the tender duly signed. These shall form a part of tender. The tenderer shall not add or amend

the text of any of the documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of

the contract documents. The full consideration shall be given to such addendum or corrigendum or

correction before submission tender duly filled in by the contractor. Therefore, the contractor shall have to

watch such addendum or corrigendum or correction published by A.M.C through its website

www.egovamc.com. Tenderes shall verify the number of addendum issued and enclose the same with the

tender documents,failing which the tender shall be liable for rejection and no any complaint in respect to

this shall be entertained under any circumstances.

CONTRACTOR'S SIGNATURE ADDL.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building

Specifications.

For materials relevant specification of Building Specificat shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK Repairing Of Civil Work & Remaining Devlopment Work Of Sola Lake & Diff.lake located

in Gota & Other Wards of NWZ.

ITEM No.1 :- Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil (04001B)

Excavation for foundation 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

Measurement shall be given on Cu.mtr. basis.

ITEM No.2 :- Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking

of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil (04002A)

Excavation for foundation for depth from 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

Measurement shall be given on Cu.mtr. basis.

ITEM No.3 :- 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)

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

Measurement shall be given on Cu.mtr. basis.

ITEM No.4 :- 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

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

Measurement shall be given on Cu.mtr. basis.

ITEM No.5 :- 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 (04B001A)

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

Measurement shall be given on Cu.mtr. basis.

ITEM No.6 :- 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 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

Measurement shall be given on Cu.mtr. basis.

ITEM No.7 :- 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 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

Measurement shall be given on Cu.mtr. basis.

ITEM No.8 :- 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 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.

0 to 1.5 meter depth.

1.5 to 3 meter depth.

3 to 4.50 meter depth.

4.50 to 6.00 meter depth.

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 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.

Measurement shall be given on Cu.mtr. basis.

ITEM No.9 :- Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. (4006)

Measurement shall be given on Cu.mtr. basis.

ITEM No.10 :- Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness

including watering, ramming and consolidating etc. complete (04008A)

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

ramming and consolidating etc. complete

Measurement shall be given on Cu.mtr. basis.

ITEM No.11 :- Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness

including watering, remming and consolidating etc. complete (04009A)

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

remming and consolidating etc. complete Measurement shall be given on Cu.mtr. basis.

Measurement shall be given on Cu.mtr. basis.

ITEM No.12 :- 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)

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

Measurement shall be given on Rmt. basis.

ITEM No.13 :- Extra for under reaming inside the bore Holes for under reamed piles of following

Diameter.(iii) 300 mm (04011C)

Extra for under reaming inside the bore Holes for under reamed piles of following Diameter.(iii) 300 mm

Measurement shall be given on Each basis.

ITEM No.14 :- Empty Boring through all sorts of strata for providing 0.6 mt. diameter RCC bored piles to

required depth including providing necessary casing pipe with all plants and equipments as required

complete(excluding Concrete & Reinforcement)

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

including providing necessary casing pipe with all plants and equipments as required complete(excluding

Concrete & Reinforcement)

Measurement shall be given on Rmt. basis.

ITEM No.15 :- 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 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)

Measurement shall be given on Cmt. basis.

ITEM No.16 :- Providing and installing cast in situ single underreamed piles of specified diameter and

lengthbelow pile cap, excluding the cost of Concrete,steel reinforcement but including the cost of boring

with bentonite solution and the length of the pile tobe embedded in pile cap etc. all complete. (Lengthof

pile for payment shall be measured upto to thebottom of pile cap) :

Providing and installing cast in situ single underreamed piles of specified diameter and lengthbelow pile cap,

excluding the cost of Concrete,steel reinforcement but including the cost of boring

with bentonite solution and the length of the pile tobe embedded in pile cap etc. all complete. (Lengthof

pile for payment shall be measured upto to thebottom of pile cap

Measurement shall be given on Cmt. basis.

400 mm dia. Piles

450 mm dia. Piles

Measurement shall be given on Rmt. basis

ITEM No.17 :- Extra over single under ream for providing additional bulbs in under reamed piles, under

specified diameter excluding the cost of Concrete, steel reinforcement (only the nos. of extra bulbsare to be

Extra over single under ream for providing additional bulbs in under reamed piles, under

specified diameter excluding the cost of Concrete, steel reinforcement (only the nos. of extra bulbsare to be

400 mm dia. Piles

450 mm dia. Piles

Measurement shall be given on Each. basis

ITEM No.19 :- Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken

stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation

and Plinth (05003A)

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

40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Measurement shall be given on Cmt. basis.

ITEM No.20 :- 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 1:4:8 (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

Measurement shall be given on Cmt. basis.

ITEM No. :- 21 Providing and laying cement concrete 1:5:10 (1-Cement:5-Coarsesand:10- hand brokenstone

aggregates 40mm no minalsize)and curing complete excluding cost of formwork in (A) Foundation and

Plinth(Sor-2021-22 Item no.05006A, Chapter-5)

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

40mm no minalsize)and curing complete excluding cost of formwork in (A) Foundation and Plinth(Sor-

2021-22 Item no.05006A, Chapter-5)

Measurement shall be given on Cmt. basis.

ITEM No.22 :- Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and

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

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

complete upto floor two level (05014C)

Measurement shall be given on Kg. basis.

ITEM No.23 :- 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.

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.

Measurement shall be given on Cmt. basis.

ITEM No.24 :- Providing and laying controlled cement concrete M.150 for curing complete excluding cost

of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings,Base of columns

and Mass concrete (05023AA)

Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and

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

Measurement shall be given on Cmt. basis.

ITEM No.25 :- Providing and laying controlled cement concrete M.250 and curing complete excluding

the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concrete.(05025AA)

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

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

Measurement shall be given on Cmt. basis.

ITEM No.26 :- Providing and laying controlled cement concrete M.250 and curing complete excluding

the cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation

level upto floor two level(05025BA)

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

and reinforcement for reinforced concrete work in (B) Walls, from top of foundation level upto floor two

Measurement shall be given on Cmt. basis.

ITEM No.28 :- Providing and laying in position Ready Mixed M 200 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

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

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (5055)

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

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

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

reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

Measurement shall be given on Cmt. basis.

ITEM No.27 :- Providing and laying in position Ready Mixed M 250 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

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

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 450 kg ) (5056)

ITEM No.29 Providing and laying in position Ready Mixed M 250 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

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

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 450 kg )

Measurement shall be given on Cmt. basis.

ITEM No.29 :- Providing and laying in position Ready Mixed M 300 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

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

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 475 kg (5057)

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

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,

manufactured as per mix design of specified grade for reinforced cement concrete work including pumping

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

reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)

(Cement level 475 kg )

Measurement shall be given on Cmt. basis.

ITEM No.30 :- Providing and laying in position Ready Mixed M 350 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

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

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg ) (5058)

ITEM No.31 Providing and laying in position Ready Mixed M 350 grade concrete for reinforced cement

conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching

plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated

mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including

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

and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength and durability as per direction of

the Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS 456 shall be maintained)

(Cement level 500 kg )

Measurement shall be given on Cmt. basis.

ITEM No.32 :- 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

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

Measurement shall be given on Cmt. basis.

ITEM No.33 :- Extra for brick work in superstructure above plinth level upto floor two level (B) Conventional

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

Measurement shall be given on Cmt. basis.

ITEM No.34 :- (i) Half brick masonry in common brunt clay building bricks having crushing strength not

less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (A)

Modular (06008A1A)

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

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (A) Modular

Measurement shall be given on Smt. basis.

ITEM No.35 :- 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. (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. (A) Foundations

Footings Bases of Columns etc. and Mass concrete.

Measurement shall be given on Smt. basis.

ITEM No.36 :- 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)

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.

Measurement shall be given on Smt. basis.

ITEM No.37 :- MS work : Providing, fabricating, assembling, hoisting/ erecting and fixing in position at all

heights/ all levels/ all floors/ all shapes & sizes with all leads & lifts using MS Rolled Steel Sections, Hollow

sections, Tubular Sections, MS Plates, Chequered Plates, MS Pipes, Perforated Sheet, Flats, Bright Bars,

Angles, MS Sheet, Girder, Beam, cattle trap. eep threaded MS bolts, threaded J bolts, insert plate, support

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

staircases, ilings, handrail, jali, gates, grills, bracings, platforms, brackets, monkey ladder, cattle trap,

windows, pipe rack, rungs, false ceiling frame work, Roof canopy, fencing posts, M.S. Screen & fencing jali

frame work etc. including straightening, cutting, bending, bolting and welding the members all as per

structural drawings and as per detailed specifications (for materials &workmanship) including necessary

scaffolding/ staging etc. complete in the situations described hereinafter and comprising of : 1) Profile

Cutting of components to required length/ width and shape/ profile; 2) Smooth grinding/ machining of

edges/ faces/ all welding joints; 3) Necessary welding (electric arc welding) for required weld lengths and

sizes. 4) Machine drilling of holes for joining/ anchoring (Standard measurements will be paid for as actual

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

rustfree surface manually or mechanically, metal putty to make the surface even and smooth, 2 coat zinc

chromate yellow oxide primer and 2 coat of enamel paint of approved shade of paint over all the surfaces of

the steel sections or as specified in the drawing. 5)including all Cutting of mild steel/ structural steel plate

with CNC plasma/ water jet/ laser cut / Friction Sawing cutting of custom design shape as per drawing and

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

consultants before procurement of material by the contractor. Work shall carried out as per the approved

sample. Any change required in the fabrication drawings shall be carried out at No extra cost. Fabrication

shall be in a perfect architectural workmanship manner and as provided in section V & VI of IS 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 selection.

:- MS work : Providing, fabricating, assembling, hoisting/ erecting and fixing in position at all heights/ all

levels/ all floors/ all shapes & sizes with all leads & lifts using MS Rolled Steel Sections, Hollow sections,

Tubular Sections, MS Plates, Chequered Plates, MS Pipes, Perforated Sheet, Flats, Bright Bars, Angles, MS

Sheet, Girder, Beam, cattle trap. eep threaded MS bolts, threaded J bolts, insert plate, support plate etc as

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

handrail, jali, gates, grills, bracings, platforms, brackets, monkey ladder, cattle trap, windows, pipe rack,

rungs, false ceiling frame work, Roof canopy, fencing posts, M.S. Screen & fencing jali frame work etc.

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

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

etc. complete in the situations described hereinafter and comprising of : 1) Profile Cutting of components to

required length/ width and shape/ profile; 2) Smooth grinding/ machining of edges/ faces/ all welding joints;

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

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

shall include dry sanding, degreasing (wet cleaning) & preparation of rustfree surface manually or

mechanically, metal putty to make the surface even and smooth, 2 coat zinc chromate yellow oxide primer

and 2 coat of enamel paint of approved shade of paint over all the surfaces of the steel sections or as

specified in the drawing. 5)including all Cutting of mild steel/ structural steel plate with CNC plasma/ water

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

up to any thickness. Note: Sample as per drawing shall be get approved from the consultants before

procurement of material by the contractor. Work shall carried out as per the approved sample. Any change

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

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

Measurement shall be given on Kg.. basis.

ITEM No.38 :- 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 have minimum 10 numbers of

openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD),

supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per

drawing, all complete as per directions of Engineer-incharge

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 have minimum 10 numbers of openings per

meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3%

by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all

complete as per directions of Engineer-incharge

Measurement shall be given on Cmt. basis.

ITEM No.39 :- Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.

Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.

Measurement shall be given on Cmt. basis.

ITEM No.40 :- Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed

stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding

surface etc. all complete. (Payment for Stone to be made separately).

Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no

side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all

complete. (Payment for Stone to be made separately).

Measurement shall be given on Smt. basis.

ITEM No.41 :- Labour charges for dry stone pitching of 22.5 cm. thick including preparing the surface etc

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

Measurement shall be given on Smt. basis.

ITEM No. 42 Providing and supplying,and jointing ISI mark only standard length stoneware pipes of

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

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

compl. (IS651/1989 or its latest revision) including labour work for lowering, laying, joiting with cement

mortar (1:1) proportion, proper postion, grade and alignment and all level as directed by engineer in charge

including store to site of work jointing material etc complete.

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

diameter including excavation for laying of pipes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. compl. (IS651/1989

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

proper postion, grade and alignment and all level as directed by engineer in charge including store to site of

work jointing material etc complete.

Measurement shall be given on Rmt. basis.

ITEM No. 43 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.

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.

300 mm internal diameter

450 mm internal diameter

600 mm internal diameter -

900 mm internal diameter -

1000 mm internal diameter -

1200 mm internal diameter -

1400 mm internal diameter -

Measurement shall be given on Rmt. basis.

ITEM No. 44 : Lowering, laying and jointing R. C. C. pipes of following diameters in proper position,

grade and alignment at all level as directed by Engineer-in-charge including conveyance from stores to site

of work, labour, giving hydraulic testing as per ISI code.

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

at all level as directed by Engineer-in-charge including conveyance from stores to site of work, labour,

giving hydraulic testing as per ISI code.

Class NP2,NP3,NP4

Measurement shall be given on Rmt. basis.

ITEM No.45 :- Providing and laying rubble soling of required thickness, under trenches, pits,foundations

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

dust/grit including watering, consolidation by rolling/ compacting mechanically with 3-5 ton compactor etc

complete as per drawings,specifications and as directed by EIC..

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

hand packing, laying in proper grade, spreading, filling the interstices with sand/quarry dust/grit including

watering, consolidation by rolling/ compacting mechanically with 3-5 ton compactor etc complete as per

drawings,specifications and as directed by EIC.

Measurement shall be given on Cmt. basis.

ITEM No.46 :- 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.

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

hand packing, laying in proper grade, spreading, filling the interstices with sand/quarry dust/grit including

watering, consolidation by rolling/ compacting mechanically with 3-5 ton compactor etc complete as per

drawings,specifications and as directed by EIC..

Conveyance charge of earth, lime, murrum, building rubbish, manure, garbage, sludge, excavated rock, fly

ash, aggregates of any kind executed outside the road site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done within the work site is not payable. Providing and laying

rubble soling of required thickness, under trenches, pits,foundations etc. including hand packing, laying in

proper grade, spreading, filling the interstices with sand/quarry dust/grit including watering, consolidation

by rolling/ compacting mechanically with 3-5 ton compactor etc complete as per drawings,specifications and

as directed by EIC..

a) Lead up to 1 Km.

b) Lead From 1Km to 2 Km.

c) Lead From 2 Km to 3 Km.

d) Lead From 3 Km to 4 Km.

e) Lead From 4 Km to 5 Km.

f) Lead From 5 Km to 10 Km.

g) Lead From 10 Km to 15 Km.

Measurement shall be given on Cmt. basis.

ITEM No.47 :- Providing and operation dewatering Pump including fuel charges & operator Charges etc.

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

working condition of machinery)

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

comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working condition

Measurement shall be given on Shift basis.

ITEM No.48 :- 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 pumps as and when

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

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

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

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

Measurement shall be given on HP/Hr. basis.

ITEM No.49 :- 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.

Hrs Shift. (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 machinery)

Measurement shall be given on Shift basis.

ITEM No.50 :- 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)

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

Measurement shall be given on Hr.basis.

ITEM No.51 :- 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

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)

Measurement shall be given on Hr.basis.

ITEM No.52 :- 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-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)

Measurement shall be given on Hr.basis.

ITEM No.53 :- 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 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)

Measurement shall be given on Hr.basis.

ITEM No.54 :- 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 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 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 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)

Measurement shall be given on per 8 Hr. shift basis.

ITEM No.55 :- 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.

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

Measurement shall be given on per No basis.

ITEM No.56 :- 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

mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3, Finishing With Cement Slurry, P/F 4 Mm

Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of

thickness 15 C.M.,Including Cantering & Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)But

Excluding The Cost Of Manhole Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length

should be parallel to the flow)

ITEM No.57 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 1.00 Meter (Inside Clear, M.H. length

should be parallel to the flow)

1.00 to 2.00 meter depth, (Slab at Ground level)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From

Measurement shall be given on per No. basis.

ITEM No.57 :- 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 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 1.00 X 1.40 meter (Inside Clear, M.H.

length should be parallel to the flow.

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 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 1.00 X 1.40 meter (Inside Clear, M.H. length should be parallel

1.00 to 2.00 meter depth, (Slab at Ground level)

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.)

3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.)

5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From G.L.)

7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From G.L.)

Measurement shall be given on per No. basis.

ITEM No.58 :- Making connection to the ex.M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be well repaired as per

instructions. etc..complete.

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

following dia pipes at any convenient time. All damaged work shall be well repaired as per instructions.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

700 mm to 900 mm dia.

Measurement shall be given on per No. basis

ITEM No.59 :- 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.

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.

150 mm to 300 mm dia.

400 mm to 600 mm dia.

700 mm to 900 mm dia.

Measurement shall be given on per No. No.basis

ITEM No.60 :- 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.

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) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

(C) up to 0.65 mt. (@ Seven Coarse)

(D) up to 0.90 mt. (@ Ten Coarse )

Measurement shall be given on per No. basis

ITEM No.61 :- Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing the

debris from chamber and carting the same as directed.

Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick masonry in C.M. 1:5 and

plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet cover, removing the debris from chamber

and carting the same as directed.

Measurement shall be given on per No. basis

ITEM No.62 :- Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed.

a. F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 728mm ø & 100 mm thick

circular cover, 35.00 MT load design, 100x2mm MS flat allround, 16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame : 560 mm ø clear opening, outer size- 888x888x175

mm. On the upper periphery of frame 25 x 3 mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole cover & frame described as above

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

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

c. 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 1..

d. 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

e. 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 : 2002 table

Measurement shall be given on per No. basis

ITEM No.63 :- Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to match

exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as

directed. M.H. seat cover will be supplied byA.M.C.(from any store)

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

C.C. 1:2:4 and finishing smooth, watering and protecting for 7 days etc. complete as directed. M.H. seat cover

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

Measurement shall be given on per No. basis

ITEM No.64 :- Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after

completion of the connection work as directed.

Providing Kachha of Pakka Dummy in the following dia pipes and removing the same after completion of the

connection work as directed.

(A) 100 mm to 300 mm dia.

(B) 350 mm to 600 mm dia

Measurement shall be given on per No. basis

ITEM No.65 :- Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required

thickness and size including placing the nece. supports of reqd. size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg. practice etc. comp. as directed.

Providing Dead Cantering using good quality Country Wood Planks, wall Plate of required thickness and size

including placing the nece. supports of reqd. size, nailing, fixing with mortar, levelling. All specification for dead

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

Measurement shall be given on per Smt. basis

ITEM No.66 :- 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.

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.

Mazdoor at day /Night

Fitter at day / Night

Makadam/ supervision at day / Night

Measurement shall be given on per No.. basis

ITEM No.67 :- Barricading the entire break down or excavated area on rental basis using wooden ballies /

M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to avoid accident

& for smooth traffic diversion & movement including cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement through out the work with necessary required arrangement.

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

Barricading the entire break down or excavated area on rental basis using wooden ballies / M.S.angles at max.

2.00 meter centre to centre, C.G.I. Sheet, reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for making temporary sufficient nos of

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

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

Measurement shall be given on per Rmt.. basis

ITEM No.68 :- Fabricating, supply and erecting in position Standard Structural steel sections conforming to

IS 2062 for railing , skywalk, stair, or other works using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe, square

pipe, rectangular sections, square section, tube, etc. including welding, cutting, wastage, etc. complete. The

rate is inclusive of welding rod, supply & fixing of correct size nut, bolts, washers, including one primer coat of

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

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

labour, tools & plants, in bolted/welded construction as directed by Engineer-in Charge. The waste cut pieces

shall not be included in the paying quantity. The work shall be done as per drawing and specification. The work

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

Fabricating, supply and erecting in position Standard Structural steel sections conforming to IS 2062 for railing

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

sections, square section, tube, etc. including welding, cutting, wastage, etc. complete. The rate is inclusive of

welding rod, supply & fixing of correct size nut, bolts, washers, including one primer coat of red lead paint

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

IS:2339 OR enamel paint of color as selected by engineer incharge, with all contractor's materials, labour, tools

& plants, in bolted/welded construction as directed by Engineer-in Charge. The waste cut pieces shall not be

included in the paying quantity. The work shall be done as per drawing and specification. The work shall be

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

Measurement shall be given on per Kg.. basis

ITEM No.69 :- 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.

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.

Measurement shall be given on per No.. basis

ITEM No.70 :- 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.