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Tender Value
₹11.5 L
EMD Value
₹11,500
Closing Date
8 Jun 2026, 6:00 pm3d left
Assistant Manager (North West Zone)
Construction of new strom w ater line network & other related work for Percolation well at diiferent places in vastrapur area & other different area in Bodakdev ward of North West Zone. (ARC) (Reinvite)
309143
Tender no 59 Tender notice no- 1/2026-27
Open
Civil Works
Ahmedabad
5 documents required · 5 mandatory
₹900
Municipal commissioner, Ahmedabad
₹11,500
27 May 2026
27 May 2026
27 May 2026
8 Jun 2026
27 May 2026
Name of Work :- Construction of new strom water line network & other related work for
Percolation well at diiferent places in vastrapur area & other different area in Bodakdev ward of
North West Zone. (ARC) (Reinvite)
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
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
1 0.00 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 141.00 0 to 1.5 meter depth. 79.46 Cu.M
b 141.00 1.5 to 3 meter depth. 87.50 Cu.M
c 8.00 3 to 4.50 meter depth. 91.96 Cu.M
d 4.00 4.50 to 6.00 meter depth. 97.32 Cu.M
Extra rate over item of excavation of earth if excavation is to
2 152.00 be done in wet condition without resorting to pumping but 17.86 Cmt.
incl. of bailing out of water.
Extra rate over item of excavation of earth for excavation of
asphalt pavement / RCC of thickness up to 0.20 meter
3 0.00 including demolishing the asphalt carpet, metal, -
soiling/cutting Reinforcement etc.comp. with stacking the
material as directed.
a 125.00 up to 0.20 meter thickness (By Manual) 71.10 Smt
Up to 0.30 meter (By any type of Breaker Machine or
b 38.00 R.C.C.Cutter machine including cost of operator, fuel, & 177.76 Smt
transportation etc complete.
0.30 meter & above (By any type of Breaker Machine or
c 30.00 R.C.C.Cutter machine including cost of operator, fuel, & 311.08 Smt
transportation etc complete.
Filling available excavated earth (excluding rock) in trenches,
4 171.00 plinth, sides of foundations etc. in layers not exceeding 20 22.00 Cu.M
cm. in depth consolidation each deposited layer by
ramming and watering.
Conveyance charge of earth, lime, murrum, building
rubbish, manure, garbage, sludge, excavated rock, fly ash,
5 0.00 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
d 198.63 d) Lead From 3 Km to 4 Km. 45.52 Cu.M
e 190.00 e) Lead From 4 Km to 5 Km. 52.42 Cu.M
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,
6 0.00 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.
0.00 Class AA -
a 38.00 100 mm dia 165.52 Rmt
b 38.00 150 mm dia 242.98 Rmt
c 38.00 230 mm dia 400.54 Rmt
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
Providing & Supplying ISI Standard RCC pipes (of sulphate
resisting cement) in a standard lengths of following class &
dia meter suitable for socket-spigot type including all taxes
insurance, transporation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to departmental
stores, staking etc complete (IS 458:1989) Class NP-3, test
7 0.00 pressure 0.7/kg/sqcm. Rate also includes supplying RCC -
collar for RCC pipes including taxes, carting, loading,
unloading, etc complete. Including labour work for lowering,
laying, jointing, RCC pipes in CM 1:1 1/2 of following
diameters in proper position, grade and alignent at all as
directed by engineer in charge. (RCC pipe Horizontal cast)
a 152.00 300 mm internal diameter 888.37 Rmt
b 4.00 450 mm internal diameter 1,539.32 Rmt
c 4.00 600 mm internal diameter 2,212.85 Rmt
Constructing Chamber of following size including excavation,
refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4),
8 0.00 finished 15 mm thick cement plaster inside in CM 1:3, -
finishing with cement slurry, Brick masonary in CM 1:5 &
excluding the cost of chamber seat cover etc.completed.
0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to
0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to
0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to
Constructing Slab Type M.H. Chamber Of The Following Size
Including Excavation, Refilling, Brick Bats Cement Concrete
(1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of
thickness 10 C.M., finished 15 mm thick cement plaster
inside & outside (Only for shaft) In Cm 1:3, Finishing With
Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps
35 Cm C/C At 35 Cm Staggered Masonary In Cm 1:5, Rcc
Slab In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &
Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm
dia.)But Excluding The Cost Of Manhole Seat Cover
Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear,
M.H. length should be parallel to the flow)
a 4.00 1.00 to 2.00 meter depth, (Slab at Ground level) 5,651.79 No.
2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)
Rate reduction over item of Constructing Slab Type M.H.
10 5.00 Chamber of size 1.00 x 0.75 mt for constructing slab @ 460.71 DM
depth more than 0.60 mt below Ground Level (Max. 3 unit
of DM should be reduced in this item)
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
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
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.
a 2.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10,177.68 No.
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.)
Extra rate over item of Constructing Slab Type
M.H./Chamber of following size for constructing M.H./
12 0.00 Chamber, per 1.00 Decimetre of additional depth or part -
thereof. etc. complete. Of size 1.00 x 1.40 mt. (inside clear)
and Depth from.
a 6.00 4.00 to 5.00 meter depth, 521.43 DM
Rate reduction over item of Constructing Slab Type M.H.
Chamber of size 1.00 x 1.40 mt for constructing slab @
13 6.00 depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 1.0 586.61 DM
mt for (MH above 3.0 mt depth) below Ground Level (Max.
5 unit of DM should be reduced in this item)
Dismantling of existing Arch type manhole up to Arch and
then Const. Slab type manhole of following size incl.
excavation, refilling and & finished 15 mm thick cement
plaster inside in CM 1:3, P/F 4 mm dia M.S.Steel HDPE
14 0.00 coated steps 35 cm c/c at 35 cm staggered in masonry CM -
1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering
& reinforcement as directed by engineer in charge. Rate
includes carting of debris and excavated soil
1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M&
a 4.00 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm 5,892.86 No
dia.) From 0 to 2 mt depth (Slab at Ground level)
1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M&
b 2.00 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm 8,883.93 No
dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)
1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &
c 4.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 8,080.36 No
dia.) From 0 to 2 mt depth (Slab at Ground level)
1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM&
d 2.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 17,008.93 No
dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From G.L.)
1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &
e 2.00 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm 24,776.79 No
dia.) From 3 to 4 mt depth (Slab at below 1.00 mt. From G.L.)
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
Making connection to the ex.M.H.in running sewer incl.
Dewatering and other required machinery etc. of following
15 0.00 dia pipes at any convenient time. All damaged work shall be -
well repaired as per instructions. etc..complete.
Cutting the pipes of following dia coming in the new M.H.in
running sewer including cutting bars, including removing
16 0.00 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.
Repairing damaged M.H. and rasing M.H. up to road level
incl. removing damaged brick work and repairing by brick
17 0.00 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 4.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.
b 4.00 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No.
c 4.00 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No.
d 4.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2,150.90 No.
Repairing damaged I.C./ Raising removing damaged brick
work and repairing by brick masonry in C.M. 1:5 and plaster
18 4.00 in C.M. 1:3 and fixing C.I. steps and existing chamber sheet 399.96 No.
cover, removing the debris from chamber and carting the
same as directed.
Providing F.R.C. MH seat cover incl. carting to the work site
etc. comp. Directed.
F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &
Frames Cover : 728mm ø & 100 mm thick circular cover,
35.00 MT load design, 100x2mm MS flat allround, 16mm ø
plain round bar for lifting the cover & should be fitted with
a 4.00 plastic cups. Frame : 560 mm ø clear opening, outer size- 3,354.74 Set
888x888x175 mm. On the upper periphery of frame 25 x
mm wide MS flat should be well embed in concrete to
protect the edges of frame. FRC E.H.D.-35 manhole cover &
frame described as above
F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø
b 4.00 clear opening, The dimension of frame and cover as per 1,720.44 No.
mentioned in Amend No.1 to IS 12592 : 2002 table
F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm
c 4.00 ø clear opening, The dimension of frame and cover as per 1,255.52 No.
mentioned in Amend No.1 to IS 12592 : 2002 table 1..
F.R.C. Medium Duty [MD-10] Chamber Covers & Frame-
d 4.00 x 450 mm clear opening, The dimension of frame and cover 2,254.98 No.
as per mentioned in Amend No.1 to IS 12592 : 2002 table
F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-
e 4.00 560mm ø clear opening, The dimension of frame and cover 1,915.14 No.
as per mentioned in Amend No.1 to IS 12592 : 2002 table
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
Carting and Fixing M.H., Chamber or Catchpite Seat and
Cover in line and level to match exisisting road level in C.C.
20 4.00 1:2:4 and finishing smooth, watering and protecting for 7 750.00 No.
days etc. complete as directed. M.H. seat cover will be
supplied byA.M.C.(from any store)
Providing Kachha of Pakka Dummy in the following dia
21 4.00 pipes and removing the same after completion of the -
connection work as directed.
a 4.00 (A) 100 mm to 300 mm dia. 199.11 No.
b 4.00 (B) 350 mm to 600 mm dia 302.68 No.
Providing Dead Cantering using good quality Country Wood
Planks, wall Plate of required thickness and size including
22 4.00 placing the nece. supports of reqd. size, nailing, fixing with 312.50 Smt
mortar, levelling. All specification for dead centring as per
standard engg. practice etc. comp. as directed.
Supplying, labour for break down repairing work for
23 0.00 activities like excavation, disliting, removing debris from -
trench back filling etc. comp. as directed by Eng.in charge.
a 68.00 Mazdoor at day /Night 363.30 No
b 11.00 Fitter at day / Night 380.30 No
b 11.00 Makadam/ supervision at day / Night 379.46 No
Barricading the entire break down or excavated area on
rental basis using wooden ballies / M.S.angles at max.
meter centre to centre, C.G.I. Sheet, reflective paint / Board
out side to avoid accident & for smooth traffic diversion &
24 38.00 movement including cautionary board etc. Item also 79.99 Rmt.
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 lead paint
25 57.00 conforming IS:102 Zinc chromate paint conforming to IS:104 68.82 Kg.
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,
Providing TMT Bar FE415 reinforcement for R.C.C. work
26 53.00 including bending, binding and placing in position complete 63.10 Kg
upto floor two level (upto 10 ton)
Brick work using common burnt clay building bricks having
crushing strength not less than 35kg./Sq.Cm. In foundation
and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine sand)(B)
27 8.00 Conventional.(R & B Building Road Bridge SOR 2021-22 Item 2,566.34 Cmt
Code 06001BA,Item No.as per NBO-6.12 page no.64Dist.
AHMEDABAD SOR 2021-22
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
Providing15mm thick cement plaster in single coat on Rough
(Similar) side of single or half brickwalls for interior
28 19.00 plastering upto floor two level and finished even and 101.25 Smt
smooth in (i) Cement mortar 1:3 (1-cement:3-sand).
29 53.00 Reinstatement of Asphalt road using the same material. 103.57 Smt
Providing and Casting in situ ordinary cement concrete
M200 for R.C.C. Raft and cutt off walls including necessary
30 7.00 shuttering laying, vibrating, ramming and curing 3,672.30 Cu.M.
complete.(B) Walls, fom top of foundation level upto floor
Labour charger for lowering existing Ventilating column
safely with the help of required capacity of hydra crane or
any type of required capacity of crane. Item also includes
31 4.00 welding machine , gas cutter , electric cutter , breaker etc 5,803.57 No
necessary machineries required for this work with out
damage and item also includes carting the same to the AMC
store. 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
32 6.00 (1:6) with 40 mm thick IPS flooring in the prop M15 at 3,110.80 No
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
33 6.00 frame 600mm x 600mm clear opening etc. comp.. As 1,377.64 No
directed by engineer in charge.
Providing, laying and jointing in true line and level UPVC
34 0.00 pipe (SCH-40) of following dia. Including fittings of standard -
make as approved by Engineer-in-charge.
Providing, supplying & fixing to wall ceiling and floor 6.0 kg.
F/Cm2 working pressure polythelene pipes of the following
35 0.00 outside dia. Low density. Complete with special flange -
empression type fittings. Wall clips etc. incl. making good
the wall ceilling and floor.
0.00 Machinery -
Providing and operation dewatering Pump including fuel
charges & operator Charges etc. as directed etc. comp.
36 8.00 (Shift for Eight Hour) (For Each Pump Set, No payment 600.00 Shift
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,
37 27.00 laying of the delivery hoses as required, lowering and lifting 16.00 H.P/Hr
the pumps as 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
38 8.00 requirements with Arranging diesel to run the D.G. Set Do 2,800.00 Shift
As Directed. 8 Hrs Shift. (No payment should be allowed for
non working condition of machinery)
Sr.No. QTY. DESCRIPTION RATE PER AMOUNT
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
39 23.00 charge, rate includes all nece. shifting, fuel and operating 600.00 Hour
charges and stacking of useful & non-useful materials
separately up to store. (No payment should be allowed for
non working condition of machinery and for pipe line
excavation and laying work)
Supplying Pneumatic Breaker Machine for RCC Slab or
Asphalt Demolishing Work on site by using Operator, fuel,
40 15.00 power Supply etc. Complete as Directed. (No payment 600.00 HR.
should be allowed for non working condition of machinery
and for pipe line excavation and M.H. work. Allowed only for
break down work)
Providing & Supplying Hitachi Machine-110 capacity on
rental basis in case of emergency situation and break down
type work & also during unavoidable condition as per
41 5.00 instruction of engg. in charge, rate includes all nece. shifting, 2,000.00 HR.
fuel and operating charges . (No payment should be
allowed for non working condition of machinery)
Providing & Supplying Hitachi Machine-200 capacity on
rental basis in case of emergency situation and break down
type work & also during unavoidable condition as per
42 4.00 instruction of engg.incharge , rate includes all nece. shifting, 2,700.00 HR.
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 Per
43 4.00 as per instruction of engg. in charge, rate includes all nece. 5,500.00
shifting, fuel and operating charges. (No payment should be
allowed for non working condition of machinery)
Providing and lying of Class SN8 Structured wall polyethene
piping systems (pipe with onlin/offline coupler and
elstomeric sealing ring ) with non smooth external annular
corrugated ans smooth internal surfaces (Double wall ) for
44 0.00 non pressure undregroudn sewerages & Drainage -
application as per EN : 13476-3 including all local and central
taxes,transporation ,freight charges,octroi,inspection
charges,loading, unloading ,conveyace to the departmental
stores etc.comleed (ID dia) ( GWSSB SOR 2021-22)
To provide Tata ACE type vehicles on rent for 8 hours daily
45 50.00 for various activities in the ward of Ahmedabad Municipal 1,179.99 Shift
Corporation for transportation of goods & as per instruction
of engineer in charge.
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