RATE CONTRACT FOR WATER SUPPLY RESTORATION AND UNDER GROUND DRAINAGE (UGD) RESTORATION FOR ROAD UNDER EXCAVATED AREA IN WORD NO-3 OF PORBANDAR MUNICIPAL CORPORATION , PORBANDAR, DIST.:PORBANDAR.

Schedule No Name of Work

Schedule - B WATER SUPPLY RESTORATION AND UNDER GROUND DRAINAGE (UGD) RESTORATION FOR

ROAD UNDER EXCAVATED AREA IN WORD NO-3

I/We am/are willing to carry out the work @ % Above / Below Percentage (should be writen in figures and

words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. Put to Tender Rs.

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Consultant City Engineer

CC Patel and Associates Pvt Ltd Porbandar Municipal Corporation

Ahmedabad Porbandar

Municipal Commissioner

Porbandar Municipal Corporation

PORBANDAR MUNICIPAL CORPORATION - PORBANDAR

DIST: PORBANDAR

BID DOCUMENTS FOR RATE CONTRACT FOR WATER SUPPLY RESTORATION AND UNDER GROUND DRAINAGE (UGD) RESTORATION FOR ROAD UNDER EXCAVATED

AREA IN WORD NO-3 OF PORBANDAR MUNICIPAL CORPORATION , PORBANDAR, DIST.:PORBANDAR.

ITEM NO DESCRIPTION ies 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

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.

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.

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. (IS - 651 /

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 by 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 by 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 by 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 by 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 by 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 by 1.00 Cum

chiseling/breaking only.

14.00 Excavation in Bituminous Road;-Excavation in bituminous road as per required gradient and line 1.00 Cum

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

15.00 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 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 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-charge.

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

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 work,

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 in 1:4:8

24.00 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 compound.

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 complete as per Iates1 CPHEEO manual. (excl.

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

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 sewer

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 for

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 above. 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.

41.00 1:3 and outside plastering in C. M. 1:3 coping in M200 and fixing RCC precas1 manhole frame and 1.00 No

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 cleaning, 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. including

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

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 quality in Lime

45.00 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 cement 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

47.00 Mortar 1:5 (1- Cement :5- course sand) including packing the joints 1.00 Cum

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

48.00 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

49.00 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

50.00 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 or half brick walls for

51.00 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

52.00 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 plastering

53.00 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 interior plastering

54.00 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 level consisting of 1.00 Sqmt

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

56.00 Reinforcement 12mm double net Hook 16mm 1.00 NOS

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

FRC Catchpit Frame Size:-36" x 36" (900x 900mm) Frame Thickness:- 6.5" (160mm)

Frame Weight:- 153 Kg

57.00 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

58.00 Cover Size:-30" x 30" (750x 750mm) Cover Thickness:- 4" ( 100mm) Cover Weight:- 117Kg 1.00 NOS

Clear Opening:-24"x24" (600 x600mm)

59.00 Labour charges - Mazdoor (Female) 1.00 Each

60.00 Labour charges - Mazdoor (Male) 1.00 Each

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

complete at Site

62.00 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 practice. The work includes mobilization of equipment, skilled manpower,

63.00 water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges 1.00 Inch

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 practice. The work includes mobilization of equipment, skilled manpower,

64.00 water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges 1.00 Inch

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 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 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,

66.00 water arrangement for cooling, proper collection and disposal of slurry, and finishing the edges 1.00 Inch

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.

67.00 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

68.00 scope also involves testing the joint for leakage through hydrostatic or pneumatic methods and 1.00 Job

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

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,

69.00 loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. 1.00 Rmt

Test Pressure 4 Kg/cm2. 63 mm Dia.

69.01 75 mm Dia. 1.00 Rmt

69.02 90 mm Dia. 1.00 Rmt

69.03 110 mm Dia. 1.00 Rmt

69.04 125 mm Dia. 1.00 Rmt

69.05 140 mm Dia. 1.00 Rmt

69.06 160 mm Dia. 1.00 Rmt

69.07 180 mm Dia. 1.00 Rmt

69.08 200 mm Dia. 1.00 Rmt

69.09 225 mm Dia. 1.00 Rmt

69.10 250 mm Dia. 1.00 Rmt

69.11 280 mm Dia. 1.00 Rmt

69.12 315 mm Dia. 1.00 Rmt

70.00 Test Pressure 6 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

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

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

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

72.01 75 mm Dia. 1.00 Rmt

72.02 90 mm Dia. 1.00 Rmt

72.03 110 mm Dia. 1.00 Rmt

72.04 125 mm Dia. 1.00 Rmt

72.05 140 mm Dia. 1.00 Rmt

72.06 160 mm Dia. 1.00 Rmt

72.07 180 mm Dia. 1.00 Rmt

72.08 200 mm Dia. 1.00 Rmt

72.09 225 mm Dia. 1.00 Rmt

72.10 250 mm Dia. 1.00 Rmt

72.11 280 mm Dia. 1.00 Rmt

72.12 315 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 including cost of labour, material,

73.00 cement solvent. giving satisfactory hydraulic testing as per ISi code. 1.00 Rmt

73.01 75 mm Dia. 1.00 Rmt

73.02 90 mm Dia. 1.00 Rmt

73.03 110 mm Dia. 1.00 Rmt

73.04 125 mm Dia. 1.00 Rmt

73.05 140 mm Dia. 1.00 Rmt

73.06 160 mm Dia. 1.00 Rmt

73.07 180 mm Dia. 1.00 Rmt

73.08 200 mm Dia. 1.00 Rmt

73.09 225 mm Dia. 1.00 Rmt

73.10 250 mm Dia. 1.00 Rmt

73.11 280 mm Dia. 1.00 Rmt

73.12 315 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: 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

75.00 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

76.00 Shoring or timbering for trench with 50 mm thick planks and suitable size truts etc. complete. 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

82.00 uniformly at the rate of 0.70 1.0kg/sqm. and layer of dense graded Bituminous Macadam as per MORTH 1.00 Rmt

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

83.00 nominal maximum size laid torequired slope and camber in panels as requiredusing 1.00 cum

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

---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

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

86.01 250 MM DIA DI PIPE 1.00 CUM

86.02 300 MM DIA DI PIPE 1.00 CUM

86.03 350 MM DIA DI PIPE 1.00 CUM

86.04 400 MM DIA DI PIPE 1.00 CUM

86.05 450 MM DIA DI PIPE 1.00 CUM

86.06 500 MM DIA DI PIPE 1.00 CUM

86.07 600 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

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

86.08 250 MM DIA HDPE PIPE 1.00 CUM

86.09 300 MM DIA HDPE PIPE 1.00 CUM

86.10 350 MM DIA HDPE PIPE 1.00 CUM

86.11 400 MM DIA HDPE PIPE 1.00 CUM

86.12 450 MM DIA HDPE PIPE 1.00 CUM

86.13 500 MM DIA HDPE PIPE 1.00 CUM

86.14 600 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

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

86.15 250 MM DIA MS PIPE 1.00 CUM

86.16 300 MM DIA MS PIPE 1.00 CUM

86.17 350 MM DIA MS PIPE 1.00 CUM

86.18 400 MM DIA MS PIPE 1.00 CUM

86.19 450 MM DIA MS PIPE 1.00 CUM

86.20 500 MM DIA MS PIPE 1.00 CUM

86.21 600 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)

87.00 Up to 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but excl. cost of 1.00 No.

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

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 concrete block 30cm 1.00 Rmt.

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

89.00 approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the 1.00 Sq.m

joint with sand in proper line and level as

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 3 km.

173.00 Refilling as directed 1.00 Cum

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

175.00 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( SCH- 1.00 Rmt

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at everytwometre C/C or shall

be concealed as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

176.00 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( SCH- 1.00 Rmt

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concealed as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all

177.00 Providing laying and jointing in true line and level 32mm dia. U.P.V.C. Pipe ( SCH- 1.00 Rmt

40) for cold water including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every two metre C/C or shall

be concealed as directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent, including cost of all