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Tender Value
₹20 L
EMD Value
₹20,000
Closing Date
11 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Asst.Manager (North West Zone )
Devlopment Work (Civil Work) Of Sola Lake & Diff.lake located in Gota & Other Wards of NWZ.
299245
13/2025-26 T No 111
Open
Miscellaneous Works
Ahmedabad
3 documents required · 3 mandatory
₹900
Municipal Commissioner, Ahmedabad
₹20,000
28 Apr 2026
28 Apr 2026
28 Apr 2026
11 May 2026
28 Apr 2026
NAME OF WORK :- Devlopment Work (Civil Work) Of Sola Lake & Diff.lake located in Gota & Other Wards of NWZ.
Sr. No Description of Item Quantity Rate (Rs.) Unit Amount (Rs.)
Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.(B) Dense or
Hard soil (04001B)
Excavation for foundation for depth from 1.5 m to 3.0 m
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil (04002A)
Excavation for foundation for depth from 3.0 m to 5.0 m
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(B)
Dense or Hard soil (04003B)
Extra for additional depth more than 5.0 m for excavation
for foundation including sorting out and stacking of useful
materials and disposing off the excavated stuff upto 50 m
lead.(B) Dense or Hard soil (04004B)
Earth Work (Manually)
Excavation for foundation upto 1.5 m depth including
sorting out and stacking of useful materials and disposing
off the excavated stuff upto 50 Meter lead.(A) Loose or soft
Excavation for foundation for depth from 1.5 m to 3.0 m
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil (04B002A)
Excavation for foundation for depth from 3.0 m to 5.0 m
including sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil (04B003A)
Excavation Work
Excavation for pipe line trenches for water supply,
sewerage line, manhole etc. all with shoring and struting if
8.) 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.
a complete for alldepth.
0 to 1.5 meter lifts and strata as specified. In all sorts of 50.00 79.46 Cmt
b 1.5 to 3 meter depth. 15.00 87.5 Cmt
c 3 to 4.50 meter depth. 10.00 91.96 Cmt
d 4.50 to 6.00 meter depth. 1.00 97.32 Cmt
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
10.) in layers of 20cm. thickness including watering, 15.00 286.2 Cmt
ramming and consolidating etc. complete (04008A)
Filling in foundation and plinth with brick Bats Chhara in
11.) layers of 20cm. thickness including watering, remming 10.00 594.61 Cmt
and consolidating etc. complete (04009A)
Boring holes 3.5 m deep in ordinary soil (for cast in situ
piles) and getting out the soil and disposal of the surplus
excavated soil as directed within a lead of 50 Meter for
following diameter of pipes.(iii) 300 mm (04010C)
Extra for under reaming inside the bore Holes for under
reamed piles of following Diameter.(iii) 300 mm (04011C)
Empty Boring through all sorts of strata for providing
mt. diameter RCC bored piles to required depth including
14.) providing necessary casing pipe with all plants and 10.00 451.25 Rmt
equipments as required complete(excluding Concrete &
Providing and casting in situ machine mixed controlled
cement concrete M-35 for RCC bored piles 0.6mtr.dia.
15.) Using Tremie Pipe including necessary 1.00 3670.59 Cmt
flushing,dewatering ,formwork ,transporting , compacting,
vibrating, curing and finishing including all leads & lifts
Providing asandperinstalling
in situ (single
reamed piles of specified diameter and length
16.) 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
400 mm dia.inPiles
pile cap etc. all complete. (Length of pile 5.00 638.83 Rmt
b 450 mm dia. Piles 5.00 705.03 Rmt
Extra over single under ream for providing
additional bulbs in under reamed piles, under
17.) specified diameter excluding the cost of Concrete, 0
steel reinforcement (only the nos. of extra bulbs
are to be paid).
a 400 mm dia. Piles 5.00 813.05 Each
b 450 mm dia. Piles 5.00 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
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
21.) aggregates 40mm no minalsize)and curing complete 5.00 2492.51 Cmt.
excluding cost of formwork in (A) Foundation and
Plinth(Sor-2021-22 Item
TMT Bar Chapter-5) 0
Providing TMT Bar FE 500D reinforcement for R.C.C.
work including bending, binding and placing in position
Provdg. & laying ordinary cement concrete 1:1.5:3 (1
cement : 1.5 coarse sand : 3graded stone aggregates
23.) mm nominal size) for R.C.C. linted including finishing 2.00 4610 Cmt.
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
24.) reinforcement for reinforced concrete work in (A) 1.00 3871.39 Cmt
Foundations, footings,Base of columns and Mass
concrete (05023AA)
Providing and laying controlled cement concrete M.250 and
curing complete excluding the cost of formwork and
25.) reinforcement for reinforced concrete work in (A) 1.00 4238.04 Cmt
Foundations, footings, Base of columns and Mass
concrete.(05025AA)
Providing and laying controlled cement concrete M.250 and
curing complete excluding the cost of formwork and
26.) reinforcement for reinforced concrete work in (B) Walls, 1.00 4519.88 Cmt
from top of foundation level upto floor two
Providing and laying controlled cement concrete M.250 and
curing complete excluding the cost of formwork and
27.) reinforcement for reinforced concrete work in (D) 1.00 4593.91 Cmt
Columns, Pillars posts and struts, upto floor two
level(.05025DA)
Providing and laying in position Ready Mixed M
grade concrete for reinforced cement conctere work
28.) using cement content as per approved Design Mix 3.00 4793.1 Cmt
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up to
Providing and continuous agitated Ready
laying in position mixer, manufactured
grade concrete for reinforced cement conctere work
29.) using cement content as per approved Design Mix 25.00 4853.56 Cmt
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up to
Providing and continuous agitated Ready
laying in position mixer, manufactured
grade concrete for reinforced cement conctere work
30.) using cement content as per approved Design Mix 3.00 5043.66 Cmt
manufactured in fully automatic batching plant and
transported to site of work in transit mixer for a lead up to
Providing and continuous agitated Ready
laying in position mixer, manufactured
grade concrete for reinforced cement conctere work
31.) using cement content as per approved Design Mix 3.00 5140.94 Cmt
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
Brick work using common burnt clay building bricks
having crushing strength not less than 35 kg./Sq.Cm. in
foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -
fine sand)in foundation and plinth (B)Conventional
Extra for brick work in superstructure above plinth level
upto floor two level (B) Conventional
Half brick masonry in common brunt clay building bricks
having crushing strength not less than 35 Kg/Sq.Cm.in
Cement mortar1:4(1-Cement:4-coarse sand) in
foundation and plinth (B) Conventional
Providing formwork of ordinary timber planking so as to
give a rough finish including centering shuttering strutting
35.) and propping etc. Height of propping and centering below 100.00 171.68 Smt
supporting floor to ceiling not exceeding 4 M. and
removal of the same for in situ reinforced concrete and
Providing work of
formwork in.ordinary
(A) Foundations FootingssoBases
timber planking as to of
give a rough finish including centering shuttering strutting
36.) and propping etc. height of propping and centering below 10.00 229.95 Smt
supporting floor to ceiling not exceeding 4 M. and
removal of the same for in situ reinforced concrete and
plain concrete work in. (C) Vertical surface such as walls
(any thickness) partitions and the like including attached
buttresses & string course & the like. (09001CA)
MS work : Providing, fabricating, assembling, hoisting/
erecting and fixing in position at all heights/ all levels/ all
37.) floors/ all shapes & sizes with all leads & lifts using MS 1000.00 128.29 Kg
Rolled Steel Sections, Hollow sections, Tubular Sections,
MS Plates, Chequered Plates, MS Pipes, Perforated
ProvidingFlats, BrightGabion
& making Bars, structure
Angles, MS withSheet, Girder,
Woven Double Twisted Hexagonal Shaped Wire mesh
38.) Gabion Boxes as per IS 16014:2012,MORTH Clause 5.00 3584.5 Cmt.
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
Supplying and stacking of hard stone (for stone pitching)
22.5 cm thick at site.
Dry stone pitching 22.5 cm thick laid in courses and
required profile with hammer dressed stones having no side
40.) less than 15 cm, with minimum depth of 20 cm 7.00 487.3 Smt
including preparing the bedding surface etc. all complete.
(Payment for Stone to be made separately).
Labour charges for dry stone pitching of 22.5 cm. thick
including preparing the surface etc complete.
Providing and supplying,and jointing ISI mark only
standard length stoneware pipes of following class and
42.) diameter including excavation for laying of pipes, 0
insurance, transportation, freight charges, octroi,
inspection charges, loading, unloading, conveyance to
Class AA stores, stacking etc. compl. (IS651/1989 or its 0
a 100 mm dia 10.00 165.52 Rmt
b 150 mm dia 10.00 242.98 Rmt
c 230 mm dia 10.00 400.54 Rmt
R. C. C. PIPE (Vertical Cast) Providing and supplying ISI
Standard R.C.C. pipes in standard lengths of following
43.) class and diameter suitable for either collar joints or 0
rubber ring joints including all taxes, insurance,
transportation, freight charges, octroi, inspection
Class NP3loading, unloading,
Test Pressure 0.7conveyance
Kg/sq.cm to departmental 0
Lowering, laying and jointing R. C. C. pipes of following
diameters in proper position, grade and alignment at all
44.) level as directed by Engineer-in-charge including 0
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
45.) packing, laying in proper grade, spreading, filling the 7.50 1900 Cmt
interstices with sand/quarry dust/grit including watering,
consolidation by rolling/ compacting mechanically with 3-
ton compactor etc lime,
charge of earth, complete
murrum,asbuilding
rubbish, manure, garbage, sludge, excavated rock, fly
46.) ash, aggregates of any kind executed outside the road site. 0
Rate also includes spreading & levelling etc
complete. Internal conveyance above 50 mt done within the
work siteupis to
a) Lead not1 payable.
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. 100.00 52.42 Cu.M
f) Lead From 5 Km to 10 Km. 100.00 78.54 Cu.M
g) Lead From 10 Km to 15 Km. 10.00 104.65 Cu.M
Providing and operation dewatering Pump including fuel
charges & operator Charges etc. as directed etc. comp.
47.) (Shift for Eight Hour) (For Each Pump Set, No payment 1.00 600 Shift
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,
48.) laying of the delivery hoses as required, lowering and 2.50 16 H.P/Hr
lifting the pumps as and when required etc. complete.
Set Do As Directed. (No payment should be allowed for non
Hiring condition of machinery)
operating the 20 KV 3 Phase Electric
Generator for operating desilting machinery, and lighting
49.) and other requirements with Arranging diesel to run the 1.00 2800 Shift
D.G. Set Do As Directed. 8 Hrs Shift. (No payment
should be allowed for non working condition of
Providing & Supplying JCB Machine on rental basis in
case of emergency situation and break down type work &
50.) also during unavoidable condition as per instruction of 10.00 600 Hour
engg. in charge, rate includes all nece. shifting, fuel and
operating charges and stacking of useful & non-useful
Supplyingseparately
materials Pneumaticup to store.
Breaker (No payment
Machine for RCCshould be
Asphalt Demolishing Work on site by using Operator,
51.) fuel, power Supply etc. Complete as Directed. (No 1.00 600 HR.
payment should be allowed for non working condition of
machinery and for pipe line excavation and M.H. work.
Providingonly for break Hitachi
& Supplying down work)
Machine-110 capacity on
rental basis in case of emergency situation and break
52.) down type work & also during unavoidable condition as per 1.00 2000 HR.
instruction of engg. in charge, rate includes all nece.
shifting, fuel and operating charges . (No payment
Providingbe& Supplying
allowed for non Machine-200
Hitachi working condition
rental basis in case of emergency situation and break
53.) down type work & also during unavoidable condition as per 1.00 2700 HR.
instruction of engg.incharge , rate includes all nece.
shifting, fuel and operating charges. (No payment should
Providing non working
Supplying hydracondition of machinery)
carne Machine of 12 tone
capacity on rental basis in case of emergency situation and
54.) break down type work & also during unavoidable 1.00 5500 Per 8 hr Shift
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
Constructing Chamber of following size including
excavation, refilling, BBCC (1:5:10) for foundation,
55.) C.C.Channel (1:2:4), finished 15 mm thick cement plaster 0
inside in CM 1:3, finishing with cement slurry, Brick
masonary in CM 1:5 & excluding the cost of chamber
0.60 cover etc.completed.
X 0.45 mt. size Inside Clear, Depth from 0.0 to 1.00 2261.61 No.
b 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 1.00 2874.11 No.
c 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 1.00 3905.36 No.
Constructing Slab Type M.H. Chamber Of The Following
Size Including Excavation, Refilling, Brick Bats Cement
56.) Concrete (1:5:10) of thickness 15 C.M., CC Channel 0
(1:2:4) of thickness 10 C.M., finished 15 mm thick
cement plaster inside & outside (Only for shaft) In Cm 1:3,
a Finishing With
1.00 to 2.00 Cement
meter depth,Slurry,
(Slab atP/F 4 Mmlevel)
Ground Dia M.S.Steel 1.00 5651.79 No.
b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From 1.00 11395.54 No.
Constructing Slab type M.H. Chamber of the following
size including excavation, refilling, brick bats cement
57.) concrete (1:5:10) of thickness 15 C.M., CC Channel 0
(1:2:4) of thickness 10 C.M., finished 15 mm thick
cement plaster inside & outside (Only for shaft) in CM 1:3,
1.00 with meter
to 2.00 cementdepth,
4 mm dia M.S.Steel
Ground level) HDPE 1.00 10177.68 No.
b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 1.00 19258.04 No.
c 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From 1.00 26867.86 No.
d 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From 1.00 43416 No.
e 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From 1.00 65673 No.
Making connection to the ex.M.H.in running sewer incl.
Dewatering and other required machinery etc. of
58.) following dia pipes at any convenient time. All damaged 0
work shall be well repaired as per instructions.
a 150 mm to 300 mm dia. 1.00 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
59.) removing debris /silt from the M.H. and carting at a 0
suitable distance etc..complete as directed. No payment for
M.H. work will be made until pipe is not cut completely in all
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
60.) brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing 0
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
61.) plaster in C.M. 1:3 and fixing C.I. steps and existing 1.00 399.96 No.
chamber sheet cover, removing the debris from chamber
and carting the same as directed.
62.) Providing F.R.C. MH seat cover incl. carting to the work site 0
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &
Frames Cover : 728mm ø & 100 mm thick circular
a cover, 35.00 MT load design, 100x2mm MS flat allround, 1.00 3354.74 Set
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
F.R.C. Heavy Duty [HD-20] Machinehole Covers -
mm 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] 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 :
F.R.C. Light Duty [LD-2.5] Machinehole Covers &
Frames-560mm ø clear opening, The dimension of frame
and cover as per mentioned in Amend No.1 to IS 12592 :
Carting and Fixing M.H., Chamber or Catchpite Seat and
Cover in line and level to match exisisting road level in
63.) C.C. 1:2:4 and finishing smooth, watering and protecting for 1.00 750 No.
7 days etc. complete as directed. M.H. seat cover will be
supplied byA.M.C.(from any store)
Providing Kachha of Pakka Dummy in the following dia
64.) pipes and removing the same after completion of the 0
connection work as directed.
a (A) 100 mm to 300 mm dia. 1.00 199.11 No.
b (B) 350 mm to 600 mm dia 1.00 302.68 No.
Providing Dead Cantering using good quality Country
Wood Planks, wall Plate of required thickness and size
65.) including placing the nece. supports of reqd. size, 10.00 312.5 Smt
nailing, fixing with mortar, levelling. All specification for
dead centring as per standard engg. practice etc. comp. as
Supplying, labour for break down repairing work for
activities like excavation, disliting, removing debris from
trench back filling etc. comp. as directed by Eng.in
a Mazdoor at day /Night 20.00 363.3 No
b Fitter at day / Night 4.00 380.3 No
b Makadam/ supervision at day / Night 4.00 379.46 No
67.) Barricading the entire break down or excavated area on 10.00 79.99 Rmt.
Fabricating, supply and erecting in position Standard
Structural steel sections conforming to IS 2062 for railing
68.) skywalk, stair, or other works using ISMB, ISA, ISMC, MS 200.00 68.82 Kg.
plate, flat, square bars, pipe, square pipe,
rectangular sections, square section, tube, etc. including
welding, cutting,
Constructing wastage,
Bombay Patternetc. complete.
Type Catch PitThe rate0.60
0.60 depth up to 1 mt including excavation, B.B.C.C.
69.) (1:5:10), 23 cms thick brick maso. wall in the prop. of CM 10.00 3110.8 No
(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
CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with
70.) frame 600mm x 600mm clear opening etc. comp.. As 10.00 1377.64 No
directed by engineer in charge.
Providing, laying and jointing in true line and level UPVC
71.) pipe (SCH-40) of following dia. Including fittings of 0
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
72.) mm thick cement mortar1:3 (1-Cement:3coarse sand) 5.00 1176.03 Sqm
and jointed with gray cement slury mixed with pigment to
match the shade of slab including rubbing and polishing
Providing and laying polished Kota stone slab
flooring over 20mm (Average) thick base of cement
73.) mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1- 5.00 982.83 Sqm
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
Providing and laying white glazed tiles 6mm thick in
flooring treads of steps and landing laid on a bed of
12mm thick cement mortar 1:3 (1-cement : 3- coarse
sand ) finishing with flush pointing in white cement.
Providing and laying white glazed tiles 6mm thick in
skrting risers of steps and dedo on 10mm thick cement
plaster 1:3 (1-cement:3-coarsesand) and jointed with
white cement slurry (upto 10 ton)
Providing and layingCeramic tiles 6mm thick in skrting
risers of steps and dedo on 10mm thick cement plaster 1:3
(1-cement : 3-coarse sand) and jointed with white
Providing and laying broken chine mosaic flooring for
terrace using 12mm to 20mm broken pieces of glazed
77.) tiles to be laid over cement mortar1:3 top lain or slope and 5.00 739.89 Sqm
to be tempered to bring mortar creme out up to
surface using white cement including rounding off
junctions and extending them upto 15 cm along the
Providing 15mm thick cement plaster in single coat on
Rough (Similar) side of single or half brick walls for
interior plastering upto floor two level and finished even and
smooth in (ii) Cement mortar 1:3 (1-cement :3-sand)
20mm thick sand faced cement plaster on walls upto
height 10 metres above ground level consisting of 12 mm
79.) thick backing coat of C.M. 1:3 (1-cement: 3-sand ) and 100.00 297.68 sqm
8mm thick finishing coat of C.M.1:1 (1-cement: 1-sand) etc.
Finishing wall with weather proof exterior emulsion paint on
wall surface (two coats) to give an required shape
80.) even shade after thoroughly brushing the surface to 10.00 113.4 sqm
remove all dirt, and remains of loose powdered materials
Wall painting (two coats) with plastic emulsion paint of
approved brand & manufacture on undercoated wall
81.) surface to give an even shade including thoroughly 10.00 78.44 sqm
brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth.
Applying two coats of putty & two coats of primer of
approved brand and manufacture on new wall surface to
82.) give an even shade including thoroughly brushing the 10.00 40.19 sqm
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
84.) outside Dia. Low densidy, complete with special falnge 1.00 274.68 Rmt
compression type fittings, wall clipsetc. including making
good the wall ceiling and floor.(F) 75mm
Providing and fixing to wall ceiling and floor 10.0 Kg.
F/Cm2 working pressure polythene pipes of the following
85.) outside Dia. Low densidy, complete with special falnge 1.00 332.91 Rmt
compression type fittings, wall clipsetc. including making
good the wall ceiling and floor.(G) 110mm
Providing and fixing water closets quatting pan (Indian
type W.C pan) size 580 mm (earth work,bed concrte,foot
86.) rests and trap to be measured and paid for 1.00 926.1 Each
seperately)(A)Vitreous China (I) Long pattern white
Providing and fixing wash basin with single hole for pillar
tap with C.I.or M.S.brackets painted white including
87.) sutting holes and making good the same but excluding 1.00 1400.18 Each
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.- 22014,Pg.No.-199)
Providing and fixing screw down bib taps of following
90.) size.(A) Brasss crew down bib tap polished bright. (i) 1.00 184.98 Each
Providing and fixing cast iron (Spun) Nahni trap of the
following nominal diameter of self cleaning design with
91.) C.I.screaed down or higned grating including cost of 1.00 600.08 Each
cutting and making good the walls and floor100 mm inlet
and 50 mm outlet.(C)100mm dia.
Providing and fixing chromium plated,bottle trap with
necessary couplings of approved quality for wash basin.
Providing and fixing ball cock of approved.quality as
directed.(A) Copper Metal (i) 25mm dia.
Provdg. & laying S.W. Gully trap with brick masonry
chamber & water tight G.T.Stone including fixing of
covervSquare mouth trap 100 mm x100 mm size P-Trap
Constructing a sink (chowkedi) with C.C.1:2:4,12cm.thick
over B.B.masonry in C.M,(1:6 ) in front and dwarf wall
95.) Mt.high and 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
cm.dia.drain pipe etc.complete.(at health dept and MH
Providing and Laying of Rubber Moulded Paver Block
Grey/Coloured 60 mm thick, M-35 Grade of any size ;
96.) shape (Usually Uni-Paver Blocks) using black trap good 10.00 501.6 Smt
quality aggragate of 20 mm nominal size for footpath,
parking areas, service lanes and other areas as
mentioned in laying
Providing and the drawing/instruction
of interlocking greyofPaver
high density 80mm thick made from M-40 grade concrete
97.) using 6 mm to 20 mm machine crushed well graded 10.00 572 Smt
stone aggregate, sand of approved quality, OPC
grade cement with contractor's own concrete mix design as
Paver Blockby AMC, for parking,
Providing road.
and laying Costblasted
interlocking, Paver blocks of specified thickness, size,
98.) grade of concrete and colour machine made and blasting 10.00 572 Smt
by automatic shot blasting machine and high density of as
per approved sample of approved make for footpath,
Supplyingareas, serviceoflanes,cross
and fixing 300 mm-L xover
mm-Botherx areas as
H Kerb Block for Footpath in M-20 grade using 20 mm
99.) nominal size black trap aggregate of Sevaliya/Timba or 10.00 758.93 Rmt
equivalent quality for pre-cast blocks, reasonably
exposed finish/ formwork , mould with well equipped with
Supplyingsystem
and fixingforof kerb stones
380 mm of approved
Kerb Block for Central Verge in M-20 grade using 20 mm
100.) nominal size black trap aggregate of Sevaliya/Timba or 10.00 350.89 Rmt
equivalent quality for pre-cast blocks, reasonably
exposed finish/ formwork, mould with well equipped with
Pre cast system
concretefor kerb
kerb stones of approved
Providing and fixingdesign
Grade of concrete precast exposed / Fair finish /
101.) texture finish kerb stones of approved make as per 10.00 912.5 Rmt
approved sample of any size and any type. Kerbs
shall be fixed on the foundation prepared as per
approved design.
Providing and The rateconcrete
fixing pre-cast shall ker
cement based concrete bloc 30cm length,30cm height
102.) and 15cm thick o M200 grade concret as per approved 10.00 224.06 Rmt
design an including excavation for fixing in proper lin and
level,filling the joint with C:M 1: (1cement:3fine sand) etc
Painting Two Coats on divider and footpath curb surface
/ 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
104.) applying a priming coat of red lead paint. (A)In 10.00 8330.18 Q
beams and joists, channels angles Tees, flats, with
connecting plates or angle cleats as in main and cross
beams. Hip plinth
Carring out and jack rafters,topurlins
treatment conneted to/ existing
post construction common
structure by spraying chemical solution for termite control
105.) treatment including labour and material consistment with 10.00 104.9 Smt
I.S.I specification. Using Chlordene and Chiorpurfiles
EC. As Per 6131_paret-II Consentration Weight one
percent is recommended i.e one litre 20 EC chemical
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
106.) well motor pump set having discharge of 115 LPM @ 15 1.00 2542.37 No
mtr. head suitable for 32 mm dia. delivery pipe with
control panel including 3core flat cable
of required size of length 5 Mtr.
Painting the kids picture chart & letter writting of different
size and shapes as per details/design etc.comp. as dire.
Providing, laying, spreading and compacting graded
stone aggregate to Wet Mix Macadam specification
108.) including premixing the Material with water at OMC in 0
mechanical mix plant carriage of mixed Material by tipper to
site, laying in uniform layers in sub- base / base
course on &well
Production prepared
Supply surface and compacting with
of WMM 10.00 1708.13 Smt
Laying of WMM 10.00 31.25 Smt
Supply, Spreading and leveling of Brick dust
(Chharu) particle size having maximum 10 mm
Providing & Laying 18 mm thick Mirror polish
granite For flooring , counter , stair -riser , tread
110.) skirting , dedo , Jambs etc. machine cut or 10.00 2385.71 Smt
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
Providing and laying marble stone slab flooring over
20 mm. (Average) base of cement mortar 1:6 (1
111.) cement: 6 coarse sand) or L.M. 1:1.5 laid and jointed 10.00 2194.63 Smt
with grey cement slurry including rubbing and
polishing complete: (A) Marble slab 25 mm. thick.
Providing and laying Vitrified tiles 8 to 10 mm thick
, 24'' x 24'' in flooring treads of steps and landing laid
112.) on a bed of 12mm thick cement mortar 1:3 (1- cement 10.00 1062.5 Smt
: 3-coarse sand) finishing with flush pointing in
Providing & Fixing 3 mm thick F.R.P.sheet of Approved
Quality & Color / Pattern as per Consultant's design also
113.) includes required fabrication structure in the grid of 2'- 0x2'- 10.00 1930 Smt
0 size using hollow pipe of 16 gauge & size 2"x1" &
1"x1",G.I. & Bitumen Washers,Silicon paste application
for fixing the sheet.Rate also include necessary
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. complete.
Distempeing (Two coats) with oil bound washable
distemper of approved brand and manufacture and of
116.) required shade on wall surfaces to give an even 10.0 76.08 Sqm
shade, over and including a priming coat with alkali
resistance primer of approved brand after
thoroughly brushing the surface and other foreign
Providing throating or plaster strip / ghishi and moulding as
instructed by Engineer in charge.
Providing and fixing M.S. grills of required
pattern to wooden frames of windows etc. with M.S. flats/
118.) Box section / channal / angle etc. at required spacings and 200.0 100.17 Kg
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
119.) angle iron, 3.15 mm M.S. gusset plate at junctions and 10.0 3652.12 Sqmt.
corners 25 mm dia pully 40 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
Providing cement vata (10cm. x 10 cm. size) quarter
120.) round in cement mortar 1:1 including neat cement 10.00 23.45 Rmt
finishing, watering etc. complete.
Hiring of Tractor with trolley considering 8 Hrs. As
working Day hours inclu. Driver
Providing and fixing 1.20 Metre high fencing with 2.0 Metre
long M.S. Angle posts 40mm x 40 mm x6 mm and oil
122.) painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan 1.00 385.40 Rmt.
lines and two diagonals of galvanised steel barbed wire
weighting 9.38 Kg. per 100 Metre, strained and fixed to
P/M/Fwith G.I,staples
chainlink jali 8’ xincluding fixingdetails
4’ size asper the postsin ground
instruction ofengineer in charge same asLaldarwaja garden
123.) pattern consistingof 3’ dia. M.S. black pipe ‘A’ class5’4" ht. 1.00 1230.00 Rmt.
fixed at 8’9” c/c inC.C. 1 : 2: 4 block of 9” x
9” x 9” size chainling jali of size 2” x 2” x 10 gaugefixed in
35 x 35 x 5 mm MS angleframe 8’ x 4’ size with MS flat of
(i) Uncoursed Rubble Masonry with hard stone of
approved quality in foundations and plinth in
Cement Mortar 1:6 (1-cement : 6-coarse sand
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 approved quality in Lime
Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including
packing the joints etc. complete.
Earthwork for embankment including breaking clods,
dressing with all lead and lift and including watering
127.) rolling and consolidation of subgrade in layers at O.M.C. 5.00 93.74 cu.m
to required dry density including filling the depression
which occur during the process using power roller 8T
to10T. (A) From
Earthwork Borrow pitsincluding
for embankment within land width clods,
dressing with all lead and lift and including watering
128.) rolling and consolidation of subgrade in layers at O.M.C. 10.00 298.67 cu.m
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 leveling,
compacting, rolling etc, as directed by engineer in
Providing and laying chequered precast cement concrete
tiles 22 mm thick with aggegate of sizes up to 6mm in
130.) floors ,treads of steps and landing son 20mm thick bed 1.00 343.71 Smt
of C.M. 1:6 (1-cement:6-sand) or L.M.1:1.5 (1-Lime
putty: 1.5 coarse sand) joint with neat cement slurry with
pigments to match the shade of the tiles.
Providing, Suppling, Lowering, laying and jointing GI
131.) Wire Mash as required and as per instruction by 1.00 340.00 Smt
engineer incharge.
Providing and laying 40mm thick marble chips flooring
rubbed and polished (I.E.terrazo) to granolithic finish with
132.) under layer 30mm thick cement concrete 1:2:4(1- 2.00 442.19 Smt
Cement: 2-coarse sand: 4-graded stone aggregate
10mm and down gauge) and top layer 10mm thick with
white, black or white and blak marble cihps of required
Providing panel wall for dry stone pitching in uncoursed
133.) rubble masonary with had stone of approved quality in 1.00 1801.70 cu.m
cement. mortar 1.5 including curing etc, complete.
Providing and laying rough chiseled dressed stone
flooring over 20mm average thick base of cement mortar
134.) 1:5 (1-Cement:5 -coarses and) or L.M.1:1.5 (1-Lime 5.00 285.96 Smt
putty: 1.5-coarse sand) including pointing with cement
mortar 1:2 (1-cement: 2-stone dust) etc. complete. (A)
Applying priming coat over new steel and other
metel surface after and including preparing the
135.) surface by throughly cleaning, oil,grease, dirt and 10.00 34.34 Smt
other foreign matter and scoured with brushes fine steel
wood, scrapers and sand paper with ready mixed
Paintingpaint brushing
two coats red lead.
(excluding priming coat) on new steel
and other metal surface with enamel paint, brushing,
136.) interior to give an even shade including cleaning the 15.00 86.94 Smt
surface an even shade including cleanicn the
surface of all dirt, dust and other
foreign matter.
Appliying priming coat over new wood and wood
based surface after and including preparing the
137.) surface by throughly cleaning oil, grease, dirt and 10.00 40.17 Smt
other foreign matter, sand papering and knotting.
(B) Ready mixed paint brushing wood primier pink.
Painting two coats (excluding priming coat) on new wood
and wood based surface with enamel paint, interior to
138.) give an even shade including cleaning the surface of 13.65 87.11 Smt
all dirt, dust and other foreign matter sand papering
Providing and applying approved coloured chips 20mm
thick STONE CREAT PLASTER for exterior / interior
139.) side on wall up to full height from ground level consisting 30.00 667.78 Smt
of 12mm thick backing coat of CM 1:3 (1 cement :
Bodeli sand) and 8mm thick finishing coat of CM 1:1 (1
Providing (Grey / White
in line / Colourfabricating
level plumb, : 1 stone grit
row horizontal barbed wire fencing and punched tape
140.) concertina coil of 9 turns per meter of 610 mm diameter 17.00 406 Rmt
fixed with clips on top of the angle iron posts. The
punched tape concertina coil having sharp barbs at
every 25 mm spacing shall be 0.5 mm thick and 19 mm Total Amount =
every 25 mm spacing shall be 0.5 mm thick and 19 mm Total Amount =
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