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Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
4 Jun 2026, 5:30 pmClosed
PORBANDAR MUNICIPAL CORPORATION
ANNUAL RATE CONTRACT FOR VARIOUS ACTIVITY RELATED TO STORM WATER DRAINAGE REPAIRING AND OTHER WORK FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR, DIST: - PORBANDAR. (2ND ATTEMPT)
309213
PMC/2026/05/ENG/swd 2nd attempt
Open
Civil - All
Porbandar
3 documents required · 3 mandatory
₹2,832
MUNICIPAL COMMISSIONER PORBANDAR
₹1 L
27 May 2026
27 May 2026
27 May 2026
4 Jun 2026
27 May 2026
Schedule No Name of Work
Schedule - B BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR VARIOUS ACTIVITY RELATED TO STORM WATER
DRAINAGE REPAIRING AND OTHER WORK FOR PORBANDAR MUNICIPAL CORPORATION, PORBANDAR, DIST: -
PORBANDAR. (2nd Attempt)
I/We am/are willing to carry out the work @ % Above / Below Percentage (should be written 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
Project Submitted By City Engineer
C.C.Patel & Associates Pvt Ltd Porbandar Municipal Corporation
Ahmedabad Porbandar
Municipal Commissioner
Porbandar Municipal Commissioner
PORBANDAR MUNICIPAL CORPORATION - PORBANDAR
DIST: PORBANDAR
BID DOCUMENTS FOR ANNUAL RATE CONTRACT FOR VARIOUS ACTIVITY RELATED TO STORM WATER DRAINAGE REPAIRING AND OTHER WORK
FOR PORBANDAR MUNICIPAL CORPORATION , PORBANDAR, DIST:- PORBANDAR.(2nd Attempt)
ITEM NO DESCRIPTION QTY UNIT Final Rate
R. C. C. PIPE (Horizontal Cast):Providing and supplying ISi Standard R.C.C. pipes(of Sulphate
Resisting Cement) in standard lengths of following class and diameter suitable for either
collar joints or rubber ring joints including a ll taxes. insurance, transportation. freight
charges, octroi, inspection charges, loading , unloading,
conveyance to departmental stores, stocking etc
Class P2 Test Pressure 4 Kg/sq.cm,
1.00 150 mm dia. 1.00 Rmt
Class NP2 Test Pressure 0.7 Kg/sq.cm
Class NP3 Test Pressure 0.7 Kg/sq.cm
R. C. C. PIPE (vertically cast):Providing and supplying ISi Standard R.C.C. pipes(of Sulphate
Resisling Cement) in standard lengths of following class and diameter suitable for either
collar joints or rubber ring joints Including oll taxes, insurance, transportation, freight
charges, octroi, inspection charges, loading, unloading. conveyance to departmental stores,
complete. (IS. 458/ 1989)
Class NP3 Test Pressure 0.7 Kg/sq.cm
Class NP4 Test Pressure 0.7 Kg/sq.cm
R. C. C. Collars:
Supplying of RCC Collars for RCC pipes including all taxes, carting, loading, unloading, etc.
RCC precast M.H. Frame & Cover:RCC precost M.H. Frome & Cover Manufacture. supply &
Delivery at store or at site of work precast RCC M.200
Frame & cover suitable to drainage M.H. and as per type design & Drawing including
cost of reinforcement M.S. Angles or Flot, curing mold work etc.
7.00 Heavy duty:-Frame suitable for 50cm opening of MH 1.00 NO
7.01 Heavy duty:-Cover suitable for 50cm opening of M-1 1.00 NO
7.02 Light Duty:-Frame suitable for 50cm opening of MH 1.00 NO
7.03 Light Duty:-Cover suitable for 50cm opening of MH 1.00 NO
7.04 House Connection Chamber light duty- Frame 1.00 NO
7.05 House Connection Chamber light duty-Cover 1.00 NO
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
Upto 1.50mt depth
8.00 A In all sorts of soil and soft murrum 1.00 Cum
8.01 BIn hard murrum, boulders incl macadam road. 1.00 Cum
8.02 CIn soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum
8.03 D n hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by 1.00 Cum
d) chiseling/breaking only.
1.50 mt to 3.00 mt depth
8.04 A In all sorts of soil and soft murrum 1.00 Cum
8.05 BIn hard murrum, boulders incl macadam road. 1.00 Cum
8.06 CIn soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum
8.07 D n hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by 1.00 Cum
d) chiseling/breaking only.
3.00 mt to 4.50 mt depth
8.08 A In all sorts of soil and soft murrum 1.00 Cum
8.09 BIn hard murrum, boulders incl macadam road. 1.00 Cum
8.10 CIn soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum
8.11 D n hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by 1.00 Cum
d) chiseling/breaking only.
4.50 mt to 6.00 mt depth
8.12 A In all sorts of soil and soft murrum 1.00 Cum
8.13 BIn hard murrum, boulders incl macadam road. 1.00 Cum
8.14 CIn soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum
8.15 D n hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by 1.00 Cum
d) chiseling/breaking only.
6.00 mt to 7.50 mt depth
8.16 A In all sorts of soil and soft murrum 1.00 Cum
8.17 BIn hard murrum, boulders incl macadam road. 1.00 Cum
8.18 CIn soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum
8.19 D n hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by 1.00 Cum
d) chiseling/breaking only.
Excavation for P/L trenches beyond 7 .Sm:-For every extra additional depth of
m or part there of beyond 7 .5 m depth
8.20 In all sorts of soil and soft murrum 1.00 Cum
8.21 In hard murrum, boulders incl macadam road. 1.00 Cum
8.22 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum
8.23 n hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or by 1.00 Cum
d) chiseling/breaking only.
Excavation in Bituminous Road;-Excavation in bituminous road as per required gradient
and line including safety provisions using site rails and stacking excavated stuff including up
9.00 to all required 1.00 Cum
lead cleaning the site etc. complete for all lifts as specified.(A )Excavation in
Bituminous Road
Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as per
10.00 standard and instruction of enaineer incharae:- 1.00 Cum
As above with selected excavated earth available near site
10.01 As above with Murrum brought from outside inclduing all 1.00 Cum
L,L& J of R.C.C. Pipes:-Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 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
Refilling of pipeline trenches:-Refilling the pipeline trenches incl. ramming, watering, consolidating
desposal of surplus stuff as directed within a radius of 3 km.
12.00 Refilling as directed 1.00 Cum
12.01 with selected soil brougnt from outside including all lead 1.00 Cum
13.00 P.C.C (M7.5) 1:4:8 Mass concrete:-Providing and casting in situ mass cement concrete in 1:4:8 1.00 Cum
proportion using granite
quartzite trap metal of size 25 mm to 40 mm including consolidation curing etc.
P.C.C. M-10 levelling Course:-Providing and casting in situ mass cement concrete in grade M-
10 (approx. corresp. to prop. 1:3:6) using granite quartzite trap metal of size
12 mm to 25 mm incl. consolidation curing etc. complete.
14.00 2.1 With Form Work 1.00 Cum
14.01 2.2 Without Forms Work 1.00 Cum
C.C. (M-15):-Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop.
1:2:4)(proportions as per mix design or as per Table 9 of 1S456 2000 in masses by weigh batching )
using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding
centering, forn work, needle vibrated consolidation, curingcomp. up to 6 meter deplh or
hei;iht (excluding cost of re inforcement and neat finishing) with centering and
shuttering/deshuttering etc. comp. for structure
for olher than water retaining.
15.00 Footing (without form work) 1.00 Cum
15.01 Footing for column or foundation (with form work) 1.00 Cum
C.C. M-20 (without w.p.chemical):-Providing and casting in situ C.C. in ~rade M-20
(proportions as per mix design or as per table9 of 1S456 2000 in masses by weigh batching
) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding
centering, formwork. needle vibrated consolidation, curing complete up to 6 meter depth
or height (excluding cost of reinforcement and neat finishing) with centering and
shuttering/deshultering etc. complete for structure
other than water retaining (Below G.L)
16.00 Top flat slab/slab of various thickness 1.00 Cum
16.01 Top/roof Dome 1.00 Cum
16.02 Vertical Wall/Cylindrical wall 1.00 Cum
C.C. M-20 Nominal Mix (with w.o.chemical):-Providing and cast in situ C.C. in grade M 20 (approx.
corresp. to prop. 1:1.5:3)
(proportions as per mix design or as per table9 of 1S456 2000 in masses by weigh batching
) using quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding
centering form work, needle vibrated consolidation. curing and hydraulic testing etc. complete
(excl·;ding cost of reinforcement) wi th centering and shuttering/deshuttering etc. complete up to
6 meter height/depth from Av. G.L. for
all structures with water proofing compound.
17.00 Boltom slab or floor slab with shuttering 1.00 Cum
17.01 Bottom slab or floor slab - wi1hout shuttering 1.00 Cum
17.02 Bottom dome/ roof dome 1.00 Cum
17.03 Slant slab/conical wall or conical shell 1.00 Cum
17.04 up to 15 cm thick 1.00 Cum
17.05 Above 1 5 cm and up to 20 cm 1.00 Cum
17.06 Above 20 cm and up to 25 cm 1.00 Cum
17.07 Above 25 cm 1.00 Cum
C.C. M-25 Control concrete for water retaining structures:-Providing and cast in situ
C.C. in grade M-25 proportions of ingredients as per mix design by weigh batching using
granite, quartzite trap metal of size 12 mm to 20 mmand or 6 mm to 12 mm including
scaffolding centering formwork, needle vibrated consolidation, curing and hydraulic testing etc.
complete (excluding cost of reinforcement) with centering and shuttering/deshuttering etc. comp.
up to 6 meter height /depth Av. G.l.for all water retaining structures
18.00 Flat bottom slab/floor slab/slab with shuttering 1.00 Cum
18.01 Flat bottom slab/floor slab/slab without shuttering 1.00 Cum
18.02 Bottom dome I Top dome 1.00 Cum
18.03 Slant slab /conical wall or con cal shell 1.00 Cum
18.04 up to 15 cm thick 1.00 Cum
18.05 Above 15 cm and up to 20 cm 1.00 Cum
18.06 Above 20 cm and up to 25 cm 1.00 Cum
18.07 Above 25cm 1.00 Cum
C.C. M-30 Control concrete for water retainina structures:-Providing and cast in situ
C.C. in grade M-30 proportions of ingredients as per mix
design by weigh batching using grariite, quartzite trap metal of size 12 mm to 20 mm and or 6 mm
to 12 mm including scaffolding centering formwork, needle vibrated consolidation. curing and
hydraulic testing etc. complete (excluding cost of reinforcement) with centering and
shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for all water rataining
19.00 Flat bottom slab/floor slab/slab with shuttering 1.00 Cum
19.01 Flat bottom slab/floor slab/slab without shuttering 1.00 Cum
19.02 Bottom dome I Top dome 1.00 Cum
19.03 Slant slab /conical wall or conical shell 1.00 Cum
19.04 up to 15 cm thick 1.00 Cum
19.05 Above 15 cm and up to 20 cm 1.00 Cum
19.06 Above 20 cm and up to 25 cm 1.00 Cum
19.07 Above 25 cm 1.00 Cum
Steel /Reinforcement bars:-Supplying cutting, bending, binding and placing in position
steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for
reseNoirslstructures only including ift up to 6 meter height or depth below G.L. for
20.00 Do - deformed (TMT) bars confirming to relevant IS Fe - 500 grade for all diameters. 1.00 MT
20.01 Do-CRS steel all diameter Fe 500grade confirming to relevant I.S. 1.00 MT
Sewer Manholes:-Providing and constructing Sewer manholes, scraper manholes and unit house
connection chamber, as per the type design In brick
masonry 1 C. M. 1 :5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary
100 mm coping wilh reinforcemenl in R.C.C.M.
200 fixing C. I. sleps and fi,ong manhole frame and covers (But excluding supply of manhole
frame and covers) over manholes and house
connection chambers and fixing Manhole covers (but excluding supplying of manhole covers) over
scraper manhole etc. complete,
providing and fixing safety chain wherever ner,essary as per lhe stipulations in the type
design complete as per Iates1 CPHEEO manual.
(excl. excavation).
21.00 Manhole type "A" Circular type having inside diameter of 1200 mm tor depth upto 1.00 no
1.5 m depth (for 150 mm to 500 mm dia sewer)
21.01 Manhole type A" as above but upto 1.0 M depth. 1.00 Rmt
Manhole type "B" circular type having inside diameter of minimum 1500 mm and for depth from
1.5 M 10 4.0 M (for 150 mm to
22.00 Manhole type "B" as above but upto 1.5 M depth 1.00 No
22.01 Extra deoth beyond 1.5 M but unto 4.0 M depth for type "B" manhole above. 1.00 Rmt
Manhole type "C" circular type having inside diameter of minimum 1500 mm and for depth beyond
4.0 m to 6.0 m (for 150 mm to
1800 mm dia sewers)
23.00 Manhole type "C" as above but upto 4.0 M deplh. 1.00 No
23.01 Extra depth beyond 4.0 Mand up 10 6.0 M depth for type "C" Manhole above. 1.00 Rmt
Manhole type "D1" circular type having inside diameter of minimum 1500 mm and For depth
beyond 6 m to 10 m (for 150 mm to
500 mm diameter sewers)
24.00 Manhole type "D1" as above but upto 6.0 m depth 1.00 No
24.01 Extra depth beyond 5.0 m and upto to mt depth but type "D1" manhole above. 1.00 Rmt
Manhole type "D2" circular type having inside diameter of minimum 1500 mm and for dopth
beyond 6.0 M to 10.0 M (for 600 mm to
1000 mm dia sewers)
25.00 Manhole type "D2" as above but upto 6.0 m depth 1.00 No
25.01 Extra depth beyond 6.0 m and upto 10.0 m deoth for tvoe "D2' manhole above 1.00 Rmt
Manhole type "D3" circular type having inside diameter of minimum 1900 m and for
depth beyond 6.0 m to 10.0 m (for 1100 mm to
26.00 Manhole type "D3" as above but upto 6.0 m depth 1.00 No
26.01 Extra depth beyond 6.0 m and upto 10.0 m depth for type "D3' manhole above. 1.00 Rmt
Scraper manhole type "SI" rectangular type for 600 mm dia to 1200 mm dia sewer
pipes and for depth 2.5 m co 9.0 m
27.00 Scraper manhole type "SI" as above but upto 2.5 m depth 1.00 No
27.01 Extra depth beyond 2.5 m and upto 9.0 m depth for type "SI" Scraper manhole above 1.00 Rmt
Scraper manhole type "S2" rectangular type tor 1400 mm dia. sewer pipes and for depth
28.00 Scraper manhole type "S2" as above but upto 2.5 m depth 1.00 No
28.01 Extra depth beyond 2.5 m and upto 9.0 m depth for type "S2' Scraper manhole 1.00 Rmt
C.C M:100 for Pipe Encasing:-Providing C.C.M.:100 for encasing pipes using trap metal size
12 mm to 50 mm incl. form work curing consolidation etc. complete for
various location on pipe line
29.00 using trap metal 20 mm nominal size 1.00 Cum
29.01 using trap metal 40 mm size 1.00 Cum
30.00 White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime 1.00 Cum
Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including packing the joints etc.
White Stone Bela mesonry work in partition walls upto 15 cm thickness in cement Mortar
31.00 1:4 ( 1- Cement : 4- course 1.00 Sqmt
32.00 White Stone Bela mesonry block in course in superstructure with stone of approved quality in 1.00 Cum
Lime Mortar 1:5 (1- Cement :5- course sand) including packing the joints etc.
33.00 White Stone Bela mesonry block in course in superstructure with stone of approved quality in 1.00 Cum
Lime Mortar 1:6 (1- Cement : 6- course sand) including packing the joints etc.
Providing 15mm thick cement plaster in single coat on Rough(Similar)side of single or half brick
34.00 walls for interiorplastering upto floor two level and finished even and 1.00 Sqmt
smooth in (i) Cement mortar 1:3 (1-cement:3-sand)
Providing 15mm thick cement plaster in single coat on Rough Similar)side of single or half brick
35.00 walls for interior plastering upto floor two level and finished even and 1.00 Sqmt
smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)
Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single
36.00 or half brick walls for interior plastering upto floor two level and finished even and smooth in 1.00 Sqmt
(iii) Cement mortar 1:6 (1-cement:6-sand
Providing 20mm thick cement plaster in single coat on single or half brick walls for interior
37.00 plastering upto floor two level and finished even and smooth in (i) Cement 1.00 Sqmt
mortar 1:3 (1- cement:3-sand)
Providing 20mm thick cement plaster in single coat on single or half brick walls for interior
38.00 plastering upto floor two level and finished even and smooth in (ii) Cement 1.00 Sqmt
mortar 1:4 (1- cement :4-sand)
Providing 20mm thick cement plaster in single coat on single or half brick walls for
39.00 interior plastering upto floor two level and finished even and smooth in (iii) Cement mortar 1:6 (1- 1.00 Sqmt
20mm thick sand faced cement plaster on walls upto height 10 metres above ground level
40.00 consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm 1.00 Sqmt
thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete
FRC Trench perforated cover with M.S.Belt : 900 x 900 x 125mm Capacity : EHD-40
Reinforcement 12mm double net Hook 16mm
41.00 M.S.Belt 2mm 1.00 NOS
FRC Catchpit Frame Size:-36" x 36" (900x 900mm) Frame Thickness:- 6.5" (160mm)
Frame Weight:- 153 Kg
42.00 Cover Size:-30" x 30" (750x 750mm) Cover Thickness:- 3.5" ( 87.5mm) Cover Weight:- 102Kg 1.00 NOS
Clear Opening:-24"x24" (600 x600mm)
FRC Catchpit Frame Size:-36" x 36" (900x 900mm) Frame Thickness:- 7" (175mm)
Frame Weight:- 159 Kg
43.00 Cover Size:-30" x 30" (750x 750mm) Cover Thickness:- 4" ( 100mm) Cover Weight:- 117Kg 1.00 NOS
Clear Opening:-24"x24" (600 x600mm)
44.00 Labour charges - Mazdoor (Female) 1.00 Each
45.00 Labour charges - Mazdoor (Male) 1.00 Each
46.00 Precast Concrete Paiitu(Slab Cover ) along with the cost Of Fixing,Jointing all 1.00 Sqft
complete at Site
Frame Size:-24" x 24" Cover Size:-19.50" x 19.50"
47.00 Clear Opening:-16.5"x16.5" Frame Thickness:- 4" 1.00 Each
Cover Thickness:- 2" Frame Weight:- 40 Kg
Cover Weight:- 27Kg
Frame Size:-30” x 30” Cover Size:-24” x 24”
48.00 Clear Opening:-19.5” x 19.5” Frame Thickness:- 4" 1.00 Each
Cover Thickness:- 2" Frame Weight:- 70 Kg
Cover Weight:- 43Kg
Frame Size:-30” x 30” Cover Size:-24” x 24” Clear Opening:-18” x 18” Frame Thickness:- 5"
49.00 Cover Thickness:- 3" Frame Weight:- 89 Kg 1.00 Each
Cover Weight:- 55Kg
Frame Size:-30” x 30” Cover Size:-24” x 24” Clear Opening:-18” x 18” Frame Thickness:- 6"
50.00 Cover Thickness:- 3.5" Frame Weight:- 110 Kg 1.00 Each
Cover Weight:- 77 Kg
Frame Size:-32” x 26” Cover Size:-28” x 22” Clear Opening:-24” x 18” Frame Thickness:- 4"
51.00 Cover Thickness:- 2" Frame Weight:- 55 Kg 1.00 Each
Cover Weight:- 45 Kg
Frame Size:-32” x 26” Cover Size:-28” x 22” Clear Opening:-24” x 18” Frame Thickness:- 4.75"
52.00 Cover Thickness:- 2.75" Frame Weight:- 60 Kg 1.00 Each
Cover Weight:- 60 Kg
Frame Size:-32” x 26” Cover Size:-28” x 22” Clear Opening:-24” x 18” Frame Thickness:- 6.5"
53.00 Cover Thickness:- 3.5" Frame Weight:-74 Kg 1.00 Each
Cover Weight:- 76 Kg
Frame Size:-32.5” x 32.5” Cover Size:-28” x 28” Clear Opening:-24” x 24” Frame Thickness:- 4"
54.00 Cover Thickness:- 2" Frame Weight:-53 Kg 1.00 Each
Cover Weight:- 57 Kg
Frame Size:-32.5” x 32.5” Cover Size:-28” x 28” Clear Opening:-24” x 24” Frame Thickness:- 4.75"
55.00 Cover Thickness:- 2.75" Frame Weight:-72 Kg 1.00 Each
Cover Weight:- 80 Kg
56.00 Frame Size:-36” x 36” Cover Size:-30” x 30” Clear Opening:-24” x 24” Frame Thickness:-6.5" Cover 1.00 Each
Thickness:-3.5" Frame Weight:-153 Kg Cover Weight:- 102 Kg
57.00 Frame Size:-36” x 36” Cover Size:-30” x 30” Clear Opening:-24” x 24” Frame Thickness:-7" Cover 1.00 Each
Thickness:-4" Frame Weight:-159 Kg Cover Weight:- 117 Kg
58.00 Frame Size:-42” x 42” Cover Size:-36” x 36” Clear Opening:-30” x 30” Frame Thickness:-5" Cover 1.00 Each
Thickness:-3" Frame Weight:-136 Kg Cover Weight:- 146 Kg
59.00 Frame Size:-42” x 42” Cover Size:-36” x 36” Clear Opening:-30” x 30” Frame Thickness:-7" Cover 1.00 Each
Thickness:-4" Frame Weight:-186 Kg Cover Weight:- 150 Kg
60.00 Frame Size:-44” x 34” Cover Size:-40” x 28” Clear Opening:-36” x 24” Frame Thickness:-6.5" Cover 1.00 Each
Thickness:-3.5" Frame Weight:-155 Kg Cover Weight:- 148 Kg
61.00 Frame Size:-48” x 48” Cover Size:-42” x 42” Clear Opening:-36” x 36” Frame Thickness:-7" Cover 1.00 Each
Thickness:-4" Frame Weight:-220 Kg Cover Weight:- 256 Kg
62.00 Frame Size:-60” x 48” Cover Size:-52” x 40” Clear Opening:-48” x 36” Frame Thickness:-7" Cover 1.00 Each
Thickness:-4" Frame Weight:-252 Kg Cover Weight:- 352 Kg
63.00 Hire charges for Tractor Breaker 1.00 Hr
Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting
machine, including proper marking, alignment, drilling of 50 mm diameter circular hole (up to
mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as
per standard engineering practice. The work includes mobilization of equipment, skilled
manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing
the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery
including reinforcement cutting and reinstatement. All work to be carried out as directed and
approved by the Engineer-in-Charge.
Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting
machine, including proper marking, alignment, drilling of 100 mm diameter circular hole (up to
mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as
per standard engineering practice. The work includes mobilization of equipment, skilled
manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing
the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery
including reinforcement cutting and reinstatement. All work to be carried out as directed and
approved by the Engineer-in-Charge.
Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting
machine, including proper marking, alignment, drilling of 125 mm diameter circular hole (up to
mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as
per standard engineering practice. The work includes mobilization of equipment, skilled
manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing
the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery
including reinforcement cutting and reinstatement. All work to be carried out as directed and
approved by the Engineer-in-Charge.
Providing and executing core cutting in RCCconcrete using heavy-duty diamond core cutting
machine, including proper marking, alignment, drilling of 150 mm diameter circular hole (up to
mm depth) with water-cooled cutting process to prevent overheating and cracking, complete as
per standard engineering practice. The work includes mobilization of equipment, skilled
manpower, water arrangement for cooling, proper collection and disposal of slurry, and finishing
the edges smoothly. Rate inclusive of all tools, plant, labor, safety equipment, and machinery
including reinforcement cutting and reinstatement. All work to be carried out as directed and
approved by the Engineer-in-Charge.
68.00 Fixing all types of frame and cover in C.C. 1 :2:4 including carting etc. 1.00 No.
Add for Restoration of infrastructures like Kharkuva, electrical line, Telephone cables all types,
69.00 water lines, gas line, septic tanks, etc. Kharkuva repairing - 0.00 to 1.5 mt 1.00 No.
NOTE : IF ADDITIONAL WORK / ADDITIONAL ITEMS ARE REQUIRED, THEN PAYMENT FOR THOSE ITEM/S
WILL BE MADE AS PER R&B / GWSSB / ANY OTHER GOVT. S.O.R.
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01- ARC SWD PBR - Tender SBD.pdf
02-Schedule-B-Porbandar-SWD.pdf
03.01_GENERAL TECHNICAL SPECIFICATION BOOKLET_CIVI WORK.pdf
03.02_A_P-2_GENERAL TECHNICAL SPECIFICATION _ELECTRICAL -34-63.pdf
04.00_TEST SCHEDULE.pdf
05.00_VENDOR-CIVIL.pdf
06.00_GR TESTING.pdf
07.00_DMO 2799 11-Mar-2024 662.pdf
09.00_ROAD SPECIFICATION.pdf
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