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Tender Value
₹2 Cr
EMD Value
₹2 L
Closing Date
15 Jul 2026, 6:00 pm4d left
PORBANDAR MUNICIPAL CORPORATION
BID DOCUMENTS OF ANNUAL RATE EMPANELMENT FOR CONSTRUCTION OF FENCING/ COMPOUND WALL IN WARD NO- 1 TO 13 IN PORBANDAR MUNICIPAL CORPORATION
321456
PMC/2026/ENG/07/07
Open
Civil - All
Porbandar
3 documents required · 3 mandatory
₹4,248
Municipal Commissioner, PORBANDAR MUNICIPAL CORPORATION
₹2 L
7 Jul 2026
7 Jul 2026
7 Jul 2026
15 Jul 2026
7 Jul 2026
Schedule No Name of Work
Schedule - B BID DOCUMENTS OF ANNUAL RATE EMPANELMENT FOR CONSTRUCTION OF FENCING /
COMPOUND WALL IN WARD NO- 1 TO 13 IN PORBANDAR MUNICIPAL CORPORATION
I/We am/are willing to carry out the work @ % Above / Below Percentage (should be writen in figures and
words) of the Estimated rates mentioned above amount of my / our Tender works out as under.
Estimated Amount Estimated Amount
Put to Tender Rs. Put to Tender Rs.
Add % Rs. Deduct %Rs.
Total Rs. Total Rs.
(In Words (In Words
Consultant City Engineer
CC Patel and Associates Pvt Ltd
Porbandar Municipal Corporation
Ahmedabad Porbandar
Municipal Commissioner
Porbandar Municipal Corporation
PORBADAR MUNICIPAL CORPORATION
BID DOCUMENTS OF ANNUAL RATE EMPANELMENT FOR CONSTRUCTION OF FENCING / COMPOUND WALL IN
WARD NO- 1 TO 13 IN PORBANDAR MUNICIPAL CORPORATION
SR DESCRIPTION QUANTITY UNIT Rate incl Amount
Excavation for foundation up to 1.5 Meter depth
including sorting out and stacking of useful materials and
disposing of excavated stuff up to 50 Meter lead.(A) For
Loose or Soft soil
1.2 (B) Dense or Hard Soil 1 CUM 164.82
1.3 ( C ) Hard Murrrum 1 CUM 279.81
1.4 (D) Soft Rock not Required blasting 1 CUM 291.30
1.5 ( E ) Hard work 1 CUM 657.36
Providing and laying cement concrete 1:3:6 (1- cement :
3- coarse sand : 6- graded stone aggregate 40 mm.
Nominal size) and curing complete excluding cost of
form work in :(a) Foundation and plinth
Providing and laying cement concrete 1:3:6 (1- Cement :
3- Coarse sand : 6- crushed stone aggregates 20 mm
nominal size) and curing complete including cost of
formwork in (A) Wall Caps / Coping (upto 10 ton)
Providing and laying controlled cement concrete M.250
and curing complete excluding the cost of formwork and
4 reinforcement for reinforced concrete work in (A) 1 CUM 4429.65
Foundations, footings, Base of columns and Mass
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
Providing and laying controlled cement concrete M.250
and curing complete excluding the cost of formwork and
6 reinforcement for reinforced concrete work in (C) 1 CUM 4713.23
Slabs,landing,shelves,Balconies, Lintels, Beams, Girders
and Cantilever upto floor two level.
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.
Providing formwork of ordinary timber planking so as to
give a rough finish including centering shuttering
strutting and propping etc. Height of propping and
8 centering below supporting floor to ceiling not exceeding 1 SQM 188.98
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.
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. (B) Flat surfaces
such as soffits of supspened floors slabs Landings and
the like. (1) Floors etc. upto 200 mm in thickness.
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.
Providing formwork of ordinary timber planking so as
togive a rough finish including centering shuttering
struttingand propping etc. height of propping and
centering belowsupporting floor to ceiling not exceeding
4 M. and removalof the same for in situ reinforced
concrete and plainconcrete work in. (G) Columns
PillarsPosts and struts. (1)Square Rectangular Polygonal
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. (H) (1) Sides and
soffits of Beams Beam Haunchings cantilevers Girders
Bressumers and Lintels not exceeding 1 M. in Depth.
Providing and fixing in position CRS Fe 500 for R.C.C.
boredpiles as per detailed drawing, including cutting,
13 bendinghooking tying and welding complete and 1 MT 90363.55
including forming the cage and lowering it in position.
White stone bela masonry block in course in super
structure with stone of approved quality in Lime mortar
1:6 (1cement : 6 course sand) including racking the joints
etc. complete. For Ground Floor
20mm thick sand faced cement plaster on walls upto
height 10 metres above ground level consisting of 12mm
15 thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 1 SQM 330.72
8mm thick finishing coat of C.M.1:1(1-cement:1-
sand)etc.complete.
Providing 20mm thick cement plaster in single coat on
single or half brick walls for interior plastering upto floor
two level and finished even and smooth in (ii) Cement
mortar 1:4 (1- cement :4-sand)
Finishing wall with weather proof exterior emulsion
paint on wall surface (two coats) to give an required
17 shape even shade after thoroughly brushing the surface 1 SQM 72.72
to remove all dirt, and remains of loose powdered
materials.etc complete
Providing and fixing 1.20 Metre high Chain link 4 10 x
gauge (Galvanised) fencing with 6.0 Metre long GI
36X36X1.6MM SQUARE PIP With ZINC/EPOXY priming
coat & 2 coats Oil paint, fixed strained and fixed to posts
with G.I,staples including fixing the posts in ground with
0.5Mx0.5.Mx0.5M.block in C.C 1:5:10 etc complete
Filling in foundation Selected Soil in layers of 20cm.
19 thickness including watering, ramming and consolidating 1 CUM 307.41
RCC Precast/Prestressed Boundary Wall
Providing, supplying, and fixing of a Reinforced Cement
Concrete (RCC) Precast/Prestressed Boundary Wall of
feet in height. The work includes all necessary activities
such as piling, labor charges, loading, unloading, and
transportation to the site, with all associated costs
included in the quoted rate. The boundary wall system
shall comprise precast posts and panels. The Post Size
shall be 8 feet × 6 inches × 6 inches (2438 mm × 152 mm
× 152 mm) and the Panel Size shall be 7 feet × 1 foot ×
inches (2134 mm × 305 mm × 51 mm). Posts shall be
securely founded in cast-in-situ foundations of size
20 mm diameter × 600 mm depth. The Quality of Concrete 1 RMT 1889.71
used for both posts and panels shall be M30 Grade,
strictly conforming to the requirements specified in
IS:1343:2012 (Indian Standard Code of Practice for
Prestressed Concrete). For prestressing, high tensile
steel wire of 3 mm diameter shall be used: 4 numbers in
each Panel and 7 numbers in each Column/Post. The
contractor is responsible for the entire process, including
manufacturing, quality control, safe transport,
installation with proper alignment and plumb, and all
necessary curing and finishing, ensuring a durable and
aesthetically acceptable boundary wall as per the stated
dimensions and material specifications.
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,
21 1 Quintal 9108.31
channels angles Tees, flats, with connecting plates or
angle cleats as in main and cross beams. Hip and jack
rafters, purlins conneted to common rafters and the like
Applying priming coat over new steel and other metel
surface after and including preparing the surface by
thoroughly cleaning, oil,grease, dirt and other foreign
matter and scoured with brushes fine steel wood,
scrapers and sand paper with ready mixed priming paint
brushing red lead.
Painting two coats (excluding priming coat) on new steel
and other metal surface with enamel paint, brushing,
23 interior to give an even shade including cleaning the 1 SQM 96.59
surface an even shade including cleanicn the surface of
all dirt, dust and other foreign matter.
Providing in line level plumb, fabricating and fixing three
row horizontal barbed wire fencing and punched tape
concertina coil of 9 turns per meter of 610 mm diameter
fixed with clips on top of the angle iron posts. The
punched tape concertina coil having sharp barbs at every
25 mm spacing shall be 0.5 mm thick and 19 mm width
24 and weighing 13 kg/ 100 mtr. (Average) as per 1 RMT 805.98
manufacture's specification. the rate shall also include
providing and fixed 1.20 mt total long MS angle 40 x 40 x
6mm @ 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.
Typical Hexagonal fencing providing and fixing every
meter C/C verticle RCC post height 8 feet and 5 line
barbed wire with all necessary fiting and all required
'Providing and erecting W metal beam Crash barrier
comprising of 3 mm thick corrugated sheet metal beam
rail,70 cm above road/ground level,fixed on ISMC series
channel verticle post, 150 x 75 x 5 mm Spaced 2 m
centre to centre, 1.8 m high, 1.1 m below ground/road
level, all steel parts and fitments to be galvanised by hot
dip process,all fittings to confirm to IS:1367 and IS:1364,
metalbeam rail to be fixed on the vertical post with a
spacer of channel section 150 x 75 x 5 mm, 330 mm long
complete as per Engineer in Charge
Note: - If additional work is required, payment for that item will be made as R&B, GWSSB,
GMB, NHAI & other Government SOR or Approved Rate Analysis from Porbandar
Municipal Corporation
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01- AR EMP FENCING-COMPOUND WALL - Tender SBD.pdf
02-Schedule B.pdf
03.Tender Negotiation.pdf
04.GR.pdf
05._GR TESTING.pdf
06-01_GR_P-1_.pdf
06-02_GR_P-2.pdf
06-03_GR_P-3.pdf
06-04_GR_P-4.pdf
07-DMO 2799 11-Mar-2024 662.pdf
08-BUILDING SPECIFICATON.pdf
09-ROAD SPECIFICATION.pdf
Governing Conditions of Tender v1.2.pdf
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