BID DOCUMENTS OF ANNUAL RATE EMPANELMENT FOR WATER SUPPLY WORKS IN WARD NO- 1 TO 13 IN PORBANDAR MUNICIPAL CORPORATION

Schedule No Name of Work

Schedule - B BID DOCUMENTS OF ANNUAL RATE EMPANELMENT FOR WATER SUPPLY WORKS 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 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 OF ANNUAL RATE EMPANELMENT FOR WATER SUPPLY WORKS IN WARD NO- 1 TO 13 IN PORBANDAR MUNICIPAL

DESCRIPTION UNIT Final Rate

Providing and supplying D. I. K-9 grade pipes for following nominal bore

diameter with internal cement mortar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). Rate

for DI pipe based on Wholesale Price index of Pig Iron as 157.60 for the month

of Dec-2022. For sewerage project cement mortor lining shall be with sulphate

resistance cement

DI Pipe K-7:-Providing and supplying D. I. pipes for following nominal bore diameter

with internal cement mortar lining including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete. (IS 8329-2000).

H.D.P.E. Pipes:-HDPE (PE-100) Pipes in standard length suitable for Sewage,

Industrial Effluents & Rising main-Providing & Supplying of ISI Marked High

Density Poly Ethylene (HDPE - PE-100) Pipes in standard length suitable for

Sewage & Industrial Effluents as per IS Specification no. 14333-1996 or its latest

revision / amendments including all local & central taxes & duties, freight

charges, loading, unloading & conveyance to departmental stores etc.

complete.6.0 Kg/cm2

---HDPE- 10kg/cm2

Corrugated DWC HDPE pipes (non-pressure pipes): Providing and supplying of Class

SN8 Structured Wall polyethelene Piping systems (Pipe with online/offline

coupler ond elostomeric sealing ring) with non-smooth External Annular

Corrugated and Smooth Internal Surfaces (DoubleWall) for non-pressure

underground Sewerage & Drainage application as per EN: 134 76-3 including all

local and central laxes, transportation, freight charges, octroi. inspection

charges, loading , unloading, conveyance to the departmental stores etc.

complete.(ID Dia)

Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends,

tees, reducers or any other specials as per BS-EN-545/1995 Class-A series Kl

suitable for use with D.I. Pipes manufactured as per IS:8329/l 994delivery of

specials is lo be made lo GWSSB store or site of works any where in Gujarat

including all taxes, loading, unloading, carting, stacking, insurance, inspection

charges, octroi etc. complete. - With external bitumen & zinc coating & internal

cement mortar lining -

Socket & Spigot Type -

6.00 80 to 300mm dia 1.00 kg

6.01 350 &Above 1.00 kg

6.03 80 to 300mm dia 1.00 kg

6.04 350 &Above 1.00 kg

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

7.00 In all sorts of soil and soft murrum 1.00 Cum

7.01 In hard murrum, boulders incl macadam road. 1.00 Cum

7.02 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum

7.03 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or 1.00 Cum

chiseling/breaking only.

1.50 mt to 3.00 mt depth

7.04 In all sorts of soil and soft murrum 1.00 Cum

7.05 In hard murrum, boulders incl macadam road. 1.00 Cum

7.06 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum

7.07 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or 1.00 Cum

chiseling/breaking only.

3.00 mt to 4.50 mt depth

7.08 In all sorts of soil and soft murrum 1.00 Cum

7.09 In hard murrum, boulders incl macadam road. 1.00 Cum

7.10 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum

7.11 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or 1.00 Cum

chiseling/breaking only.

4.50 mt to 6.00 mt depth

7.12 In all sorts of soil and soft murrum 1.00 Cum

7.13 In hard murrum, boulders incl macadam road. 1.00 Cum

7.14 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum

7.15 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or 1.00 Cum

chiseling/breaking only.

6.00 mt to 7.50 mt depth

7.16 In all sorts of soil and soft murrum 1.00 Cum

7.17 In hard murrum, boulders incl macadam road. 1.00 Cum

7.18 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum

7.19 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or 1.00 Cum

chiseling/breaking only.

Excavation for P/L trenches beyond 7 .Sm:-For every extra additional depth of 1.5 m

or part there of beyond 7 .5 m depth

7.20 In all sorts of soil and soft murrum 1.00 Cum

7.21 In hard murrum, boulders incl macadam road. 1.00 Cum

7.22 In soft rock and/or masonry in CM or L M or Lime Concrete. 1.00 Cum

7.23 hard rock and/ or in C. C. 1 :2:4 or RCC with blasting, breaking, chiseling, or 1.00 Cum

chiseling/breaking only.

8.00 Excavation in Bituminous Road;-Excavation in bituminous road as per required 1.00 Cum

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 as

specified.(A )Excavation in Bituminous Road

Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as

per standard and instruction of enaineer incharae:- As above with selected

earth available near site

10.01 As above with Murrum brought from outside inclduing all lead 1.00 Cum

10.02 As above with required quality Sand brought from outside inclding all lead 1.00 Cum

Providing and making flanged joints to flanged DI / C.I. pipes of all classes / specials

etc. including cost of all jointing materials rubber packing, nut bolts, inclduing

lowering laying jointing labour hydraulic testing etc. complete.

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar

lined D. I. Pipes of various classes with Cl / MS specials of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge including

hydraulic testing etc. comp.

Lowering, laying and jointing HDPE pipes and specials of following class and

diameter (By butt fusion welding method) including cost of conveyance from stores

to site of works at all level including cost of labour, material, giving satisfactory

testing etc. comp.

Lowering. laying and jointing HDPE pipes and specials of following class and

diameter (By butt fusion welding method) including cost of conveyance from stores

to site of works at all level including cost of labour, material, giving satisfactory

Lowering, laying and jointing of class SN 8 structured wall ( External Annular

Corrugated & Smooth Internal surface) Polyethylene Piping and fittings with the help

of coupler ( on line / off line ) attached with one end of pipes, sliding over

the elastomeric sealing rubber ring placed on the specified valley of the

corrugation at the spigot end, lowering the same into the trench at all level,

laying on the lower bedding (constructed at bottom of trenches) at

prescribed gradient.depth & alignment ,testing the water tightness of the joints,

ensuring the continuity tests of specified pipe segments etc. complete as per

drawing.specifications & detailed engineering, including carriage of pipes &

fittings from site stacks to the place of laying etc. as per direction of Engineer-in-

Refilling of pipeline trenches:-Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius of 5 km.

15.00 Refilling as directed 1.00 Cum

15.01 with selected soil brougnt from outside including all lead 1.00 Cum

Add for restoration of infrastructures hke Kharkuwa. Electncal Line, Telephone

cables all types. water tines. gas line. septic tanks etc Kharkuwa Repairina

16.00 Upto 1.50mt depth

16.02 Cable Repairing - Electric/Telephone cable

P.C.C (M7.5) 1:4:8 Mass concrete:-Providing and casting in situ mass cement

concrete in 1:4:8 proportion using granite quartzite trap metal of size 25 mm

including consolidation curing etc. complete.

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.

18.00 With Form Work 1.00 Cum

18.01 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

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.

19.00 Footing (without form work) 1.00 Cum

19.01 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 grade

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)

20.00 Top flat slab/slab of various thickness 1.00 Cum

20.01 Top/roof Dome 1.00 Cum

20.02 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.

21.00 Boltom slab or floor slab with shuttering 1.00 Cum

21.01 Bottom slab or floor slab - wi1hout shuttering 1.00 Cum

21.02 Bottom dome/ roof dome 1.00 Cum

21.03 Slant slab/conical wall or conical shell 1.00 Cum

21.04 up to 15 cm thick 1.00 Cum

21.05 Above 1 5 cm and up to 20 cm 1.00 Cum

21.06 Above 20 cm and up to 25 cm 1.00 Cum

21.07 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

22.00 Flat bottom slab/floor slab/slab with shuttering 1.00 Cum

22.01 Flat bottom slab/floor slab/slab without shuttering 1.00 Cum

22.02 Bottom dome I Top dome 1.00 Cum

22.03 Slant slab /conical wall or con cal shell 1.00 Cum

22.04 up to 15 cm thick 1.00 Cum

22.05 Above 15 cm and up to 20 cm 1.00 Cum

22.06 Above 20 cm and up to 25 cm 1.00 Cum

22.07 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 structures

23.00 Flat bottom slab/floor slab/slab with shuttering 1.00 Cum

23.01 Flat bottom slab/floor slab/slab without shuttering 1.00 Cum

23.02 Bottom dome I Top dome 1.00 Cum

23.03 Slant slab /conical wall or conical shell 1.00 Cum

23.04 up to 15 cm thick 1.00 Cum

23.05 Above 15 cm and up to 20 cm 1.00 Cum

23.06 Above 20 cm and up to 25 cm 1.00 Cum

23.07 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

below G.L. for all diameter

24.00 Do - deformed (TMT) bars confirming to relevant IS Fe - 500 grade for all diameters. 1.00 MT

24.01 Do-CRS steel all diameter Fe 500grade confirming to relevant I.S. 1.00 MT

Providing and constructing rectangular brick masonry Chamber lor house connection

as per type design in brick masonry in C. M. 1:3 lneluding M-100 in foundation M-

150 in benching inside plastering in C. M. 1:3 and outside plastering in C. M. 1:3

coping in M200 and fixing RCC precas1 manhole frame and covers, but Exd. supply ol

mant,ole and cover etc. complete excl. excavation.

Manufacture. supply and delivery of Chemical fabricated RCC Precast chambers with

top cover as per specification and dra,nng attached with the tender documents

for sizes as mentioned below. The delivery of chambers with damps, nuts,

bolts and locking arrangemant (without lock) is to be made to GWSSB store or sites

any where in Gujarat. The rates includes all taxes. loading. carting. unloading.

stacking. including

26.00 60 x 60 x 90 cm deep (Suitable lo 80 lo 300 mm dia pipes) 1.00 No

26.01 Foot rest for above chambers 1.00 Pair

26.02 90 x 90 x 145 cm deep(Suitable to 350 to 600 mm dla pipes) 1.00 No

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

27.00 using trap metal 20 mm nominal size 1.00 Cum

27.01 using trap metal 40 mm size 1.00 Cum

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

29.00 White Stone Bela mesonry work in partition walls upto 15 cm thickness in 1.00 Sqmt

Mortar 1:4 ( 1- Cement : 4- course sand)

White Stone Bela mesonry block in course in superstructure with stone of approved

quality in Lime Mortar 1:5 (1- Cement :5- course sand) including packing the

White Stone Bela mesonry block in course in superstructure with stone of approved

31.00 quality in Lime Mortar 1:6 (1- Cement : 6- course sand) including packing the joints 1.00 Cum

Providing 15mm thick cement plaster in single coat on Rough(Similar)side of single

or half brick walls for interiorplastering upto floor two level and finished even

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 walls for interior plastering upto floor two level and finished even

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

34.00 or half brick walls for interior plastering upto floor two level and finished even and 1.00 Sqmt

smooth in (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 plastering upto floor two level and finished even and smooth in (i)

mortar 1:3 (1- cement:3-sand)

Providing 20mm thick cement plaster in single coat on single or half brick walls for

36.00 interior 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

37.00 interior plastering upto floor two level and finished even and smooth in (iii) Cement 1.00 Sqmt

mortar 1:6 (1- cement:6-sand)

38.00 20mm thick sand faced cement plaster on walls upto height 10 metres above ground 1.00 Sqmt

level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm 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

M.S.Belt 2mm C.O. 600x600mm

40.00 Labour charges - Mazdoor (Female) 1.00 Each

41.00 Labour charges - Mazdoor (Male) 1.00 Each

42.00 Precast Concrete Paiitu(Slab Cover ) along with the cost Of Fixing,Jointing 1.00 Sqft

complete at Site

43.00 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 300 mm depth) with water-cooled cutting process

to prevent overheating and cracking, complete as per standard engineering

44.00 practice. The work includes mobilization of equipment, skilled manpower, 1.00 Inch

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 300 mm depth) with water-cooled cutting process

to prevent overheating and cracking, complete as per standard engineering

45.00 practice. The work includes mobilization of equipment, skilled manpower, 1.00 Inch

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 300 mm depth) with water-cooled cutting process

to prevent overheating and cracking, complete as per standard engineering

46.00 practice. The work includes mobilization of equipment, skilled manpower, 1.00 Inch

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 300 mm depth) with water-cooled cutting process

to prevent overheating and cracking, complete as per standard engineering

47.00 practice. The work includes mobilization of equipment, skilled manpower, 1.00 Inch

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.

48.00 Fixing all types of frame and cover in C.C. 1 :2:4 including carting etc. comPlete 1.00 No.

providing connection of an existing pipe to a newly laid pipeline, including

cutting, alignment, cleaning, and jointing using suitable methods such as

mechanical couplers, flanges, welding, or fusion, depending on the pipe

material. It includes preparation of pipe ends, installation of transition fittings

if required, and securing the joint with proper support or thrust blocks. The

scope also involves testing the joint for leakage through hydrostatic or pneumatic

methods and ensuring compliance with relevant standards. All works shall be

completed as per specifications and site conditions for a durable, leak-proof

connection.rates are including all labor, materials, tools, and equipment

Providing and supplying in standard length ISI mark rigid unplasticised PVC

pipes suitable for potable water with ring fit joint including cost of rings, as

per IS specification no. 4985/1988 including all local and central taxes,

50.00 transportation, freight charges, octroi, inspection charges, loading, unloading, 1.00 Rmt

conveyance to the departmental stores and including cost of jointing meterial etc.

Test Pressure 4 Kg/cm2. 63 mm Dia.

51.01 75 mm Dia. 1.00 Rmt

51.02 90 mm Dia. 1.00 Rmt

51.03 110 mm Dia. 1.00 Rmt

51.04 125 mm Dia. 1.00 Rmt

51.05 140 mm Dia. 1.00 Rmt

51.06 160 mm Dia. 1.00 Rmt

51.07 180 mm Dia. 1.00 Rmt

51.08 200 mm Dia. 1.00 Rmt

51.09 225 mm Dia. 1.00 Rmt

51.10 250 mm Dia. 1.00 Rmt

51.11 280 mm Dia. 1.00 Rmt

51.12 315 mm Dia. 1.00 Rmt

52.01 Test Pressure 6 Kg/cm2. 63 mm Dia. 1.00 Rmt

52.02 75 mm Dia. 1.00 Rmt

52.03 90 mm Dia. 1.00 Rmt

52.04 110 mm Dia. 1.00 Rmt

52.05 125 mm Dia. 1.00 Rmt

52.06 140 mm Dia. 1.00 Rmt

52.07 160 mm Dia. 1.00 Rmt

52.08 180 mm Dia. 1.00 Rmt

52.09 200 mm Dia. 1.00 Rmt

52.10 225 mm Dia. 1.00 Rmt

52.11 250 mm Dia. 1.00 Rmt

52.12 280 mm Dia. 1.00 Rmt

52.13 315 mm Dia. 1.00 Rmt

53.01 Test Pressure 8 Kg/cm2. 63 mm Dia. 1.00 Rmt

53.02 75 mm Dia. 1.00 Rmt

53.03 90 mm Dia. 1.00 Rmt

53.04 110 mm Dia. 1.00 Rmt

53.05 125 mm Dia. 1.00 Rmt

53.06 140 mm Dia. 1.00 Rmt

53.07 160 mm Dia. 1.00 Rmt

53.08 180 mm Dia. 1.00 Rmt

53.09 200 mm Dia. 1.00 Rmt

53.10 225 mm Dia. 1.00 Rmt

53.11 250 mm Dia. 1.00 Rmt

53.12 280 mm Dia. 1.00 Rmt

53.13 315 mm Dia. 1.00 Rmt

54.00 Test Pressure 10 Kg/cm2. 63 mm Dia. 1.00 Rmt

54.01 75 mm Dia. 1.00 Rmt

54.02 90 mm Dia. 1.00 Rmt

54.03 110 mm Dia. 1.00 Rmt

54.04 125 mm Dia. 1.00 Rmt

54.05 140 mm Dia. 1.00 Rmt

54.06 160 mm Dia. 1.00 Rmt

54.07 180 mm Dia. 1.00 Rmt

54.08 200 mm Dia. 1.00 Rmt

54.09 225 mm Dia. 1.00 Rmt

54.10 250 mm Dia. 1.00 Rmt

54.11 280 mm Dia. 1.00 Rmt

54.12 315 mm Dia. 1.00 Rmt

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following

class and diameter including cost of conveyance from stores to site of works

55.00 including cost of labour, material, cement solvent. giving satisfactory hydraulic 1.00 Rmt

testing as per ISi code.

55.01 75 mm Dia. 1.00 Rmt

55.02 90 mm Dia. 1.00 Rmt

55.03 110 mm Dia. 1.00 Rmt

55.04 125 mm Dia. 1.00 Rmt

55.05 140 mm Dia. 1.00 Rmt

55.06 160 mm Dia. 1.00 Rmt

55.07 180 mm Dia. 1.00 Rmt

55.08 200 mm Dia. 1.00 Rmt

55.09 225 mm Dia. 1.00 Rmt

55.10 250 mm Dia. 1.00 Rmt

55.11 280 mm Dia. 1.00 Rmt

55.12 315 mm Dia. 1.00 Rmt

Manufacture, supply and delivery of 80 mm to 700 mm dia cast iron plain

ended specials complete as per IS: 5531 1977 (Part-I to Ill) or its latest

revision if any, suitable for use with AC. Pressure pipes manufactured as per

56.00 IS: 1592 1989 or its latest revision for various dia meter and classes. The

delivery of specials is to be made to GWSSB store or sites any where in

Gujarat States including all taxes, loading. carting, unloading, stacking,

insurance, octroi. inspection charges etc. complete

C. I. Manhole Frame & Cover All type 1.00 K.G.

Dewatering by pumping set of required capacity including temporary platform

carting pumping at site and fixing the same in position including all accessories. and

labour etc. complete.

Shoring or timbering INCLUDING COST OF LOCAL WOOD MATERIAL

58.00 Shoring or timbering for trench with 50 mm thick planks and suitable size truts etc. 1.00 Sqmt

Removing of existing pipeline incl. removal of specials, valves jointing material

including carting and stacking of removed material from site of work to the

department store as directed excl. excavation and refilling. - D.I./ C. I. S. & S. Spun

Pipes suitable for tvton joints.

----A. C. Pressure Pipe

- RCC/ Pre-stressed concrete Pipes

---P. V. C HDPE/ GRP Pipes

- Galvanised M. S. Tubes

Restoration of Road for Pipeline including excavation of all type of strata with

clearing and grubbing of plants and vegetation upto 300 mm depth and preparation

of granular sub base and base course of Non- Bituminous surface and Base surface

including providing and applying primer coat with cationic bitumen emulsion

SS1 grade conforming to IS:8887 with the primer shall be sprayed uniformly at the

rate of 0.70 1.0kg/sqm. and layer of dense graded Bituminous Macadam as per

MORTH specification fifth edition clause No507 and IRC-SP-97-2013 including

Providing and applying tack coat with VG-10 Grade bitumen using bitumen pressure

distributor at the rate of 0.20 kg/sqm on the existing bituminous surface

cleaned with Air Compressor..

Lowering, laying and jointing valves in position following C.I. / D/F Reflux

valves, Butterfly valves, Sluice valves, Check Valves and Air valves including

cost of all labour, jointing material, including nut bolts and giving satisfactory

hydraulic testing, etc. complete. -- Sluice valves, Butterfly Valves, Reflux Valves

---Air valves single ball Flanged / screwed type

---Air valves double ball Flanged

Providind and Supplying ISI mark CI D/F Sluice Valve as per IS:14846 ,Butterfly valve

IS: - 13095 Reflux valve Is:5312 Air Valve :- of Following Class and Diameter

Including all Taxes Insurance Transportation ,inspection Charges Loading and

Unloadimg Conveyance to department Store or Site Stacking Etc .

---Air valves single ball Flanged / screwed type

---Air valves double ball Flanged

Thrust Blocks: Providing and casting in situ C.C. in grade M-20 (porportions as

per mix design or as per table9 of IS456 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 etc. complete for structure other than water retaining.

Supplying cutting bending binding and placing in position steel as per plan and

design and as per ISS 2502 incl. cost of steel and binding wire for reservoirs/

structures only including lift up to 6 meter height or depth below GL for all

diameters. -do- Thermo mechanically treated (TMT) bars Fe415 / Fe500 grade for all

diameters. FOR DI Pipe

67.00 250 MM DIA DI PIPE 1.00 CUM

67.01 300 MM DIA DI PIPE 1.00 CUM

67.02 350 MM DIA DI PIPE 1.00 CUM

67.03 400 MM DIA DI PIPE 1.00 CUM

67.04 450 MM DIA DI PIPE 1.00 CUM

67.05 500 MM DIA DI PIPE 1.00 CUM

67.06 600 MM DIA DI PIPE 1.00 CUM

Thrust Blocks: Providing and casting in situ C.C. in grade M-20 (porportions as

per mix design or as per table9 of IS456 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 etc. complete for structure other than water retaining.

Supplying cutting bending binding and placing in position steel as per plan and

design and as per ISS 2502 incl. cost of steel and binding wire for reservoirs/

structures only including lift up to 6 meter height or depth below GL for all

diameters. -do- Thermo mechanically treated (TMT) bars Fe415 / Fe500 grade

for all diameters. FOR HDPE Pipe

67.07 250 MM DIA HDPE PIPE 1.00 CUM

67.08 300 MM DIA HDPE PIPE 1.00 CUM

67.09 350 MM DIA HDPE PIPE 1.00 CUM

67.10 400 MM DIA HDPE PIPE 1.00 CUM

67.11 450 MM DIA HDPE PIPE 1.00 CUM

67.12 500 MM DIA HDPE PIPE 1.00 CUM

67.13 600 MM DIA HDPE PIPE 1.00 CUM

Thrust Blocks: Providing and casting in situ C.C. in grade M-20 (porportions as

per mix design or as per table9 of IS456 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 etc. complete for structure other than water retaining.

Supplying cutting bending binding and placing in position steel as per plan and

design and as per ISS 2502 incl. cost of steel and binding wire for reservoirs/

structures only including lift up to 6 meter height or depth below GL for all

diameters. -do- Thermo mechanically treated (TMT) bars Fe415 / Fe500 grade for all

diameters. FOR MS Pipe

67.14 250 MM DIA MS PIPE 1.00 CUM

67.15 300 MM DIA MS PIPE 1.00 CUM

67.16 350 MM DIA MS PIPE 1.00 CUM

67.17 400 MM DIA MS PIPE 1.00 CUM

67.18 450 MM DIA MS PIPE 1.00 CUM

67.19 500 MM DIA MS PIPE 1.00 CUM

67.20 600 MM DIA MS PIPE 1.00 CUM

Construction of valves chambers in brick or bela stone masonry, locally available in

C. M. 1:6.Foundation concrete 150 mm thick in C. C. 1:4:8of trap metal size 25 mm

to 40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C.

M. 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts,

each with handles or MS Bar etc. complete as give size) Up to 1 Mt. depth from G.

L. to pipe invert level incl. complete civil works but excl. cost of

excavation and refilling.With cast in situ RCC slab in one single piece with fixing of

CI-MH Frame and cover (excl.

cost of CI-MH Frame and cover) with 23 cm. thk. BM wall in C.M. 1:6.

Size of 1.30 m X 1.30 m and 1.0 m deep

68.01 do with single piece 10 cm with fixing M. H. cover 1.00 No.

68.02 With bela in two parts 15 cm 1.00 No.

68.03 do -in single piece 10 cm 1.00 No.

68.04 For 1 Mtr. Extra Depth 1.00 No.

b Size of 1.30 m X 0.90 m and 1.0 m deep

68.05 With Pre Cast Slab in two parts 1.00 No.

68.06 do -with single piece 10 cm with fixing M. H. cover 1.00 No.

68.07 With bela in two parts 15cm 1.00 No.

68.08 do -in single piece 10 cm 1.00 No.

68.09 For 1 Mtr. Extra Depth 1.00 No.

c Size of 0.90 m X 0.90 m and 1.0 m deep

68.10 With Pre Cast Slab in two parts 15 mm 1.00 No.

68.11 do -with single piece 10 cm with fixing M. H. cover 1.00 No.

68.12 With bela in two parts 1.00 No.

68.13 do -in single piece 1.00 No.

68.14 For 1 Mtr. Extra Depth 1.00 No.

d Size of 0.90 m X 0.90 m and 1.0 m deep

68.15 Size of 0.90 m X 0.90 m and 1.0 m deep 1.00 No.

68.16 do -with single piece 10 cm with fixing M. H. cover 1.00 No.

68.17 With bela in two parts 1.00 No.

68.18 do -in single piece 1.00 No.

68.19 For 1 Mtr. Extra Depth 1.00 No.

69.00 Providing and fixing pre-cast concrete kerb stone of gray cement based 1.00 Rmt.

concrete block 30cm length,30cm height and 15cm thick of M200 grade

concret as per approved design and including excavation for fixing in proper line

and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc. complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

70.00 including 35 mm Sand layer for levelling and filling the joint with sand in proper line 1.00 Sq.m

per guidlines of IRC : SP 63-2018 etc. Complete.

PVC fittings:Providing and supplying at store or site of work incl. freight,

loading, unloading, stacking, insaurance & all taxes etc. complete

P. V. C. Couplers 6 Kg/cm2 (Fabricated)

P. V. C. Couplers 10 Kglcm2 (Moulded)

P. V. C. Tail Piece with P. V. C. Flange (ISi) Heavy duty (Moulded)

Service Saddle 25 mm (Moulded) heavy

P. V. C. Tee (Moulded)

P. V. C. Elbow (Moulded)

P. V. C. Reducer (Moulded)

P. V. C. Bend 90° /Fabricated) 4.0 kq

P. V. C. Bend 90° /Fabricated) 6.0 kq

P. V. C. Bend 90° (Moulded) LiGHT

P. V. C. Bend 90° (Moulded) Heavy

Refilling of pipeline trenches:Refilling the pipeline trenches incl. ramming,

watering, consolidating desposal of surplus stuff as directed within a radius of

154.00 Refilling as directed 1.00 Cum

155.00 do-- with selected soil brougnt from outside including all lead 1.00 Cum

Note: - If additional work is required, payment for that item will be made as R&B , GWSSB

& other Government SOR and Approved Rate Analysis From Porbandar Municipal