BID DOCUMENTS OF ANNUAL RATE EMPANELMENT FOR CONSTRUCTION OF UNDER GROUND DRAINAGE 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 CONSTRUCTION OF UNDER

GROUND DRAINAGE WORKS IN WARD NO- 1 TO 13 IN PORBANDAR MUNICIPAL

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 CONSTRUCTION OF UNDER GROUND DRAINAGE WORKS IN WARD NO- 1 TO 13 IN

PORBANDAR MUNICIPAL CORPORATION

ITEM NO 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)

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 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, stacking etc. complete. (IS. 458/

Class NP3 Test Pressure 0.7 Kg/sq.cm

Stoneware Pipe : Providing and supplying ISI marked only Standard length Stoneware

pipes in standard lengths of following class and diameter including all

taxes, insurance, transportation, freight charges. octroi. inspection charges,

loading, unloading, conveyance lo departmental stores. stocking etc. complete.

1989) - Class AA

9.00 100 mm dia. 1.00 Rmt

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 2 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 -

10.00 80 to 300mm dia 1.00 kg

10.02 80 to 300mm dia 1.00 kg

R. C. C. Collars: Supplying of RCC Collars for RCC pipes including all taxes,

carting, loading, unloading, etc. complete.

RCC precast M.H. Frame & Cover:RCC precast 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.

12.00 Heavy duty:-Frame suitable for 50cm opening of MH 1.00 NO

12.01 Heavy duty:-Cover suitable for 50cm opening of MH 1.00 NO

12.02 Light Duty:-Frame suitable for 50cm opening of MH 1.00 NO

12.03 Light Duty:-Cover suitable for 50cm opening of MH 1.00 NO

12.04 House Connection Chamber light duty- Frame 1.00 NO

12.05 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

13.00 In all sorts of soil and soft murrum 1.00 Cum

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

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

13.03 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

13.04 In all sorts of soil and soft murrum 1.00 Cum

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

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

13.07 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

13.08 In all sorts of soil and soft murrum 1.00 Cum

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

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

13.11 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

13.12 In all sorts of soil and soft murrum 1.00 Cum

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

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

13.15 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

13.16 In all sorts of soil and soft murrum 1.00 Cum

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

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

13.19 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

13.20 In all sorts of soil and soft murrum 1.00 Cum

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

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

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

chiseling/breaking only.

14.00 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

15.00 per standard and instruction of enaineer incharae:- As above with selected excavated 1.00 Cum

earth available near site

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

15.02 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

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 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 hydraulic test

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-

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

Lowering, laying and jointing Stone Ware pipes of following diameters with cement

joints in C. M. 1 :1 proportion in proper position, grade and alignment at all level as

directed by Engineer-in-charge including conveyance from stores to site of

Jointing material etc. comp.

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

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

22.00 Refilling as directed 1.00 Cum

22.01 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

23.00 Upto 1.50mt depth

23.02 Cable Repairing - Electric/Telephone cable

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

24.00 in 1:4:8 proportion using granite quartzite trap metal of size 25 mm to 40 mm 1.00 Cum

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.

25.00 With Form Work 1.00 Cum

25.01 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 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.

26.00 Footing (without form work) 1.00 Cum

26.01 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)

27.00 Top flat slab/slab of various thickness 1.00 Cum

27.01 Top/roof Dome 1.00 Cum

27.02 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

28.00 Boltom slab or floor slab with shuttering 1.00 Cum

28.01 Bottom slab or floor slab - wi1hout shuttering 1.00 Cum

28.02 Bottom dome/ roof dome 1.00 Cum

28.03 Slant slab/conical wall or conical shell 1.00 Cum

28.04 up to 15 cm thick 1.00 Cum

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

28.06 Above 20 cm and up to 25 cm 1.00 Cum

28.07 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

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

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

29.02 Bottom dome I Top dome 1.00 Cum

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

29.04 up to 15 cm thick 1.00 Cum

29.05 Above 15 cm and up to 20 cm 1.00 Cum

29.06 Above 20 cm and up to 25 cm 1.00 Cum

29.07 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

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

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

30.02 Bottom dome I Top dome 1.00 Cum

30.03 Slant slab /conical wall or conical shell 1.00 Cum

30.04 up to 15 cm thick 1.00 Cum

30.05 Above 15 cm and up to 20 cm 1.00 Cum

30.06 Above 20 cm and up to 25 cm 1.00 Cum

30.07 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 all diameter

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

31.01 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 fixing 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 comple

te as per Iates1 CPHEEO manual. (excl. excavation).

32.00 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)

32.01 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 600 mm dia sewers)

33.00 Manhole type "B" as above but upto 1.5 M depth 1.00 No

33.01 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)

34.00 Manhole type "C" as above but upto 4.0 M deplh. 1.00 No

34.01 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)

35.00 Manhole type "D1" as above but upto 6.0 m depth 1.00 No

35.01 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)

36.00 Manhole type "D2" as above but upto 6.0 m depth 1.00 No

36.01 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

37.00 Manhole type "D3" as above but upto 6.0 m depth 1.00 No

37.01 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

pipes and for depth 2.5 m co 9.0 m

38.00 Scraper manhole type "SI" as above but upto 2.5 m depth 1.00 No

38.01 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

depth 2.5 m to 9.0 m

39.00 Scraper manhole type "S2" as above but upto 2.5 m depth 1.00 No

39.01 Extra depth beyond 2.5 m and upto 9.0 m depth for type "S2' Scraper manhole 1.00 Rmt

Vertical Drop Manhole arrangement: Providing and constructing vertical

drop arrangement oi 0.6 rn and more height as requ,red including providing and

jointing special such as double T. Bend required stoneware pipe fixed in m-I00

C. C. at required level as type design cutting, join ting and filleting as per

specification etc.

40.00 Vertical drop arrangement as above uplo 0.6 m height. 1.00 No

40.01 Extra over item No.3.1 above for additional drop beyond 0.6 m 1.00 Rmt

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.

42.00 Desilting of inter-septic chambers incl. fixing of covers. Cleaning etc. with 1.00 No

rodding etc. for 100 mm dia. S. W. pipe chamber tochamber.

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.

43.00 60 x 60 x 90 cm deep (Suitable lo 80 lo 300 mm dia pipes) 1.00 No

43.01 Foot rest for above chambers 1.00 Pair

43.02 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

44.00 using trap metal 20 mm nominal size 1.00 Cum

44.01 using trap metal 40 mm size 1.00 Cum

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

45.00 quality in Lime Mortar 1:1.5 (1-Lime putty : 1.5- finesand) including packing the joints 1.00 Cum

46.00 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

48.00 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

49.00 half brick 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 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 or

51.00 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

52.00 interior 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

53.00 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

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

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

55.00 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

57.00 Labour charges - Mazdoor (Female) 1.00 Each

58.00 Labour charges - Mazdoor (Male) 1.00 Each

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

complete at Site

60.00 Hire charges for Tractor Breaker 1.00 Hr

61.00 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

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.

62.00 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

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.

63.00 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

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.

64.00 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

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.

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

66.00 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 1.00 Job

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 required

67.00 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,

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.

67.01 75 mm Dia. 1.00 Rmt

67.02 90 mm Dia. 1.00 Rmt

67.03 110 mm Dia. 1.00 Rmt

67.04 125 mm Dia. 1.00 Rmt

67.05 140 mm Dia. 1.00 Rmt

67.06 160 mm Dia. 1.00 Rmt

67.07 180 mm Dia. 1.00 Rmt

67.08 200 mm Dia. 1.00 Rmt

67.09 225 mm Dia. 1.00 Rmt

67.10 250 mm Dia. 1.00 Rmt

67.11 280 mm Dia. 1.00 Rmt

67.12 315 mm Dia. 1.00 Rmt

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

68.02 75 mm Dia. 1.00 Rmt

68.03 90 mm Dia. 1.00 Rmt

68.04 110 mm Dia. 1.00 Rmt

68.05 125 mm Dia. 1.00 Rmt

68.06 140 mm Dia. 1.00 Rmt

68.07 160 mm Dia. 1.00 Rmt

68.08 180 mm Dia. 1.00 Rmt

68.09 200 mm Dia. 1.00 Rmt

68.10 225 mm Dia. 1.00 Rmt

68.11 250 mm Dia. 1.00 Rmt

68.12 280 mm Dia. 1.00 Rmt

68.13 315 mm Dia. 1.00 Rmt

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

69.02 75 mm Dia. 1.00 Rmt

69.03 90 mm Dia. 1.00 Rmt

69.04 110 mm Dia. 1.00 Rmt

69.05 125 mm Dia. 1.00 Rmt

69.06 140 mm Dia. 1.00 Rmt

69.07 160 mm Dia. 1.00 Rmt

69.08 180 mm Dia. 1.00 Rmt

69.09 200 mm Dia. 1.00 Rmt

69.10 225 mm Dia. 1.00 Rmt

69.11 250 mm Dia. 1.00 Rmt

69.12 280 mm Dia. 1.00 Rmt

69.13 315 mm Dia. 1.00 Rmt

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

70.01 75 mm Dia. 1.00 Rmt

70.02 90 mm Dia. 1.00 Rmt

70.03 110 mm Dia. 1.00 Rmt

70.04 125 mm Dia. 1.00 Rmt

70.05 140 mm Dia. 1.00 Rmt

70.06 160 mm Dia. 1.00 Rmt

70.07 180 mm Dia. 1.00 Rmt

70.08 200 mm Dia. 1.00 Rmt

70.09 225 mm Dia. 1.00 Rmt

70.10 250 mm Dia. 1.00 Rmt

70.11 280 mm Dia. 1.00 Rmt

70.12 315 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

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

testing as per ISi code.

71.01 75 mm Dia. 1.00 Rmt

71.02 90 mm Dia. 1.00 Rmt

71.03 110 mm Dia. 1.00 Rmt

71.04 125 mm Dia. 1.00 Rmt

71.05 140 mm Dia. 1.00 Rmt

71.06 160 mm Dia. 1.00 Rmt

71.07 180 mm Dia. 1.00 Rmt

71.08 200 mm Dia. 1.00 Rmt

71.09 225 mm Dia. 1.00 Rmt

71.10 250 mm Dia. 1.00 Rmt

71.11 280 mm Dia. 1.00 Rmt

71.12 315 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 IS:

72.00 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

73.00 pumping at site and fixing the same in position including all accessories. and fuel and 1.00 HP/hr.

labour etc. complete.

Shoring or timbering INCLUDING COST OF LOCAL WOOD MATERIAL

74.00 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..

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with

coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate

not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per table 600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver with electronic sensor,

compacting with 8-10 tonnes vibratory roller, finishing and curing, Cement

Concrete M40 grade of specifiedthickness in pavement using OPC 43 gradecement

minimum @ 405 kg/cum and graded stone aggregates 25 mm nominal maximum

size laid torequired slope and camber in panels as requiredusing

appropriate batching and mixing plant,vibrating system comprising of

needle vibrator,surface (screed) vibrator, floater etc, heavy dutysteel form work

made from MS channels including provision of contraction, expansion,

constructionand longitudinal joints, joint filler board, jointsealant, sealant primer,

debonding strip, MS rounddowel bar, tie rod, 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 reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters Do – deformed (TMT) bars

confirming to relevant IS Fe – 500 grade.

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

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

85.00 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

85.01 250 MM DIA DI PIPE 1.00 CUM

85.02 300 MM DIA DI PIPE 1.00 CUM

85.03 350 MM DIA DI PIPE 1.00 CUM

85.04 400 MM DIA DI PIPE 1.00 CUM

85.05 450 MM DIA DI PIPE 1.00 CUM

85.06 500 MM DIA DI PIPE 1.00 CUM

85.07 600 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

85.08 250 MM DIA HDPE PIPE 1.00 CUM

85.09 300 MM DIA HDPE PIPE 1.00 CUM

85.10 350 MM DIA HDPE PIPE 1.00 CUM

85.11 400 MM DIA HDPE PIPE 1.00 CUM

85.12 450 MM DIA HDPE PIPE 1.00 CUM

85.13 500 MM DIA HDPE PIPE 1.00 CUM

85.14 600 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

85.15 250 MM DIA MS PIPE 1.00 CUM

85.16 300 MM DIA MS PIPE 1.00 CUM

85.17 350 MM DIA MS PIPE 1.00 CUM

85.18 400 MM DIA MS PIPE 1.00 CUM

85.19 450 MM DIA MS PIPE 1.00 CUM

85.20 500 MM DIA MS PIPE 1.00 CUM

85.21 600 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

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

87.02 With bela in two parts 15 cm 1.00 No.

87.03 do -in single piece 10 cm 1.00 No.

87.04 For 1 Mtr. Extra Depth 1.00 No.

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

87.05 With Pre Cast Slab in two parts 1.00 No.

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

87.07 With bela in two parts 15cm 1.00 No.

87.08 do -in single piece 10 cm 1.00 No.

87.09 For 1 Mtr. Extra Depth 1.00 No.

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

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

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

87.12 With bela in two parts 1.00 No.

87.13 do -in single piece 1.00 No.

87.14 For 1 Mtr. Extra Depth 1.00 No.

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

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

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

87.17 With bela in two parts 1.00 No.

87.18 do -in single piece 1.00 No.

87.19 For 1 Mtr. Extra Depth 1.00 No.

88.00 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 :

including 35 mm Sand layer for levelling and filling the joint with sand in proper line

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

173.00 Refilling as directed 1.00 Cum

174.00 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,GMB,NHAI & other Government SOR or Approved Rate Analysis From

Porbandar Municipal Corporation