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Tender Value
₹15.0 L
EMD Value
₹15,000
Closing Date
4 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Asst.Manager (North West Zone )
Providing And laying Interloking Pevar Block Work At Different Area from M.P., MLA, Councellor and other budget in Ghatlodia ward, North West Zone. (ARC)(As per AMC Circular 50 percent Qty From Amdavad Enviro Project Pvt. Ltd
297363
50-13/202526
Open
Civil Works
Ahmedabad
3 documents required · 3 mandatory
₹900
Municipal Commissioner, Ahmedabad
₹15,000
17 Apr 2026
17 Apr 2026
17 Apr 2026
4 May 2026
17 Apr 2026
Name of Work :- Providing And laying Interloking Pevar Block Work At Different Area from M.P.,
MLA, Councellor and other budget in Ghatlodia ward, North West Zone. (ARC))(As per AMC
Circular 50 % Qty From Amdavad Enviro Project Pvt. Ltd.)
Quantity Item Unit Rate Amount
Dismantling the following including loading, unloading and
disposal of unserviceable material for all lead or as directed
by Engineer-In-Charge and stacking the serviceable material
and backfilling the resulting trenches and pits complete.
Dismantling tiled or stone floors laid in mortar including
b 1600.00 stacking of serviceable material and disposal of uservicalble Smt 27.44
material with all lead and lifts.
Demolition & disposal of unservisable material with all lead
and lift for unreinforeced concrete. (AMC sor)
Demolition of brick work & stone masonry including stacking
d 1.00 of serviceable materials and disposal of unserviceable Cmt 314.50
materials with all lead and lift (1) In cement mortar.
Demolition including stacking of serviceable materials and
e 1.00 disposal of unserviceable materials with all lead and lift. (I) Cmt 604.74
Extra Rate Over Item of Excavation of Earth for excavation
of asphalt pavement / RCC of thickness up to 0.20 meter
including demolishing the asphalt carpet, metal,s
oiling/cutting Reinforcement etc.comp. with stacking the
material as directed. (Based on Previously approved rate by
a 1600.00 up to 0.20 meter thickness (By Manual) Smt 71.10
0.20 to 0.30 meter (By any type of Breaker Machine or
b 5.00 R.C.C.Cutter machine including cost of operator, fuel, & Smt 177.76
transportation etc complete.
0.30 meter & above (By any type of Breaker Machine or
c 5.00 R.C.C.Cutter machine including cost of operator, fuel, & Smt 311.08
transportation etc complete.
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.
450.00 0 to 1.5 meter depth. Cu.M 79.46
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
a 2.00 a) Lead up to 1 Km. Cmt 23.38
b 2.00 b) Lead From 1Km to 2 Km. Cmt 30.94
c 2.00 c) Lead From 2 Km to 3 Km. Cmt 38.37
d 2.00 d) Lead From 3 Km to 4 Km. Cmt 45.52
e 2.00 e) Lead From 4 Km to 5 Km. Cmt 52.42
f 400.00 f) Lead From 5 Km to 10 Km. Cmt 78.54
g 10.54 g) Lead From 10 Km to 15 Km. Cmt 104.65
Providing and laying Cement Concrete 1:5:10 (1-Cement : 5-
5 150.00 Fine Sand : 10-Graded Brick Bat Aggregates 40mm Nominal Cmt 1901.59
Size) and curing complete.
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
6 1600.00 paver block shall be mechanically compacted. The work Smt 501.60
of paving 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
mm to 20 mm machine crushed well graded stone
aggregate, sand of approved quality, OPC 53 grade cement
with contractor's own concrete mix design as approved by
AMC, for parking, road. Cost Includes formwork, using
rubber/FRP mould, laying paver block as per required
grading and specification laid paver block shall be
7 20.00 mechanically compacted. The work of the paving blocks Smt 572.00
shall be executed in line and level by skilled mason of
flooring work only. It should be laid in such a way that the no
cutting of the paver block to be necessary. Cutting of paver
block by machine cut only and carting to be done. The
Finished surface of the Paver Block shall have reasonably
good plain finish. Paver blocks shall be compacted and shall
be re-laid if necessary. Gravel or such type of materials shall
not be allowed for production. Laying on 5 Cms thick sand
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,
8 85.00 fixing the Kerb stones in line and level on 5 cm thick sand Rmt 350.89
bedding with necessary equipments and materials. The rate
shall also include the flush pointing in CM (1:3) for all joints
of the kerbstones. Filling of zari alone the sides of the kerb
stone fixed with Bituminous concrete mixed in proper
position as directed by Engineer in change to form a
portable mixture. In any case Gravel or such type of
materials shall not be allowed for production. a) Laying on
cm thick Sand Bedding.
Repairing damaged M.H. and rasing M.H. up to road level
incl. removing damaged brick work and repairing by brick
9 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 30.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 728.82
b 30.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 1155.44
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 plastic cups. Frame
a 2.00 : 560 mm ø clear opening, outer size- 888x888x175 mm. On the Set 3354.74
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
FRC heavy duty cover size 730 mm. & 90 mm thick circular cover
b 15.00 20 M.T. design load and frame size 560 mm clear opening Set 1720.44
size 890 x 890 x 120 mm.
FRC medium duty cover size 670 mm dia & 70 mm thick
c 1.00 M.T. load design and frame size 560 mm clear opening outer Set 1255.52
size 780 x 780 x 120 mm
FRC medium duty Chamber seat cover (FRC) cover 706 x 556 x
d 1.00 mm rectangular cover frame size 600 x 450 mm clear opening Set 2254.98
outer size 816 x 666 x 100 mm (MD-10)
FRC light duty Chamber seat cover (FRC) cover with
rectangular frame (LD-2.5)
CatchPit Jali Fixing P/F FRC catch pit jali with frame
11 4.00 600mm x 600mm clear opening etc. comp.. As directed by engineer NO 1377.64
Provdg. & laying S.W. Gully trap with brick masonry
12 25.00 chamber & water tight G.T.Stone including fixing of cover NO 1377.00
Square mouth trap 100 mm x100 mm size P-Trap
Levelling or orientation of existing gully trap chamber incl.
13 30.00 Nece. masonry in CM 1:6 and plaster in CM 1:3 etc. using old Nos. 70.00
G.T.stone and cover etc. comp.
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