The Work of Construction of Underground Sewer Collection Pipeline Work In Jamnagar City Of Different Areas Of Ward No. 1, 2, 3, 4, 5, 6, 7 and 8 Under The Grant Of SJMMSVY/LOKBHAGIDARI Scheme.

SUMMARY (SCHEDULE-B)

Name of Work: BID DOCUMENT FOR THE WORK OF CARRYING OUT UNDERGROUND

SEWERAGE NETWORK RELATED WORK IN CONSTRUCTION OF UNDERGROUND SEWER

COLLECTION PIPELINE WORKS IN JAMNAGAR CITY OF DIFFERENT AREAS OF WARD NO.

1,2,3,4,5,6,7 AND 8 UNDER THE GRANT OF SJMMSVY/LOKBHAGIDARI SCHEME. (YEAR

SCHEDULE -B, ABSTRACT (GRAND SUMMARY)

Tender Amount (In

Sr. No. Name of work

Rs.)(Without GST)

THE WORK OF CARRYING OUT

UNDERGROUND SEWERAGE NETWORK

RELATED WORK IN CONSTRUCTION OF

UNDERGROUND SEWER COLLECTION

SCHEDULE - B1 PIPELINE WORKS IN JAMNAGAR CITY OF

DIFFERENT AREAS OF WARD NO.

AND 8 UNDER THE GRANT OF

SJMMSVY/LOKBHAGIDARI SCHEME. (YEAR

JAMNAGAR MUNICIPAL CORPORATION

UNDER GROUND DRAINAGE PROJECT

CONSTRUCTION OF UNDERGROUND SEWER COLLECTION

PIPELINE WORKS IN JAMNAGAR CITY OF DIFFERENT AREAS OF

WARD NO. 1,2,3,4,5,6,7 AND 8 UNDER THE GRANT OF

SJMMSVY/LOKBHAGIDARI SCHEME. (YEAR 2026-27)

Sr. No. Description Unit Rate

Providing , supplying ISI marked , lowering, laying and

jointing toneware AA class with C.M.1:1 proportion in proper

position, grade & alignment as directed by E.I.C including

conveyance to site of work, jointing aterial,

1 inspection,loding,unloding conveyence to departmental

store,stacking etc..comp. ( GWSSB SOR 22-23, Part 1&2

A(Material Sec), Page No.17, Item No.11) ( GWSSB SOR 22-

23, Part 1&2B-Labour Sec., Page No.40, Item No.12) (Material

Class " AA " Pipes.

1 100 M.M. Dia.Pipe Rmt.

2 150 M.M. Dia.Pipe Rmt.

3 200 M.M. Dia.Pipe Rmt.

4 230 M.M. Dia.Pipe Rmt.

5 250 M.M. Dia.Pipe Rmt.

6 300 M.M. Dia Pipe Rmt.

Providing and supplying, Lowering,Laying ISI Standard R.C.C.

pipes in standard lengths of following class and diameter

suitable for spigot & socket with rubber ring joints including

all taxes, insurance, transportation, freight charges, inspection

charges, loading, unloading, conveyance to departmental

2 stores, stacking etc. complete. (IS - 458/ 1989) Reinforced

Concrete NP3 & NP4 Class Pipes (Test Pressure 0.7kg/sq.cm.)

(GWSSB SOR 22-23, Part 1&2A-Material Sec., Page No.15,

Item No.10)(GWSSB SOR 22-23, Part 1&2B- Labour Sec.,

Page No.39, Item No.11)( Material + Labour)

1 150 M.M. Dia.Pipe Rmt.

2 200 M.M. Dia.Pipe Rmt.

1 250 M.M. Dia.Pipe Rmt.

2 300 M.M. Dia Pipe Rmt.

3 350 M.M. Dia Pipe Rmt.

4 400 M.M. Dia Pipe Rmt.

5 450 M.M. Dia Pipe Rmt.

6 500 M.M. Dia Pipe Rmt.

7 600 M.M. Dia Pipe Rmt.

8 700 M.M. Dia Pipe Rmt.

9 800 M.M. Dia Pipe Rmt.

10 900 M.M. Dia Pipe Rmt.

Providing and supplying, Lowering,Laying of Class

SN8 Structured wall polythelene Piping systems (Pipe

while online/offline coupler and elastomeric sealing ring)

with non-smooth External Annular Corrugated and

smooth internal surfaces (Double Wall) for non-pressure

underground Sewerage and Drainage Application as per

3 EN: 13476-3 including all local and central taxes,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental

stores etc. complete (ID Dia.)

Corrugated DWC HDPE Pipes (non-pressure pipes)

1 100 M.M. Dia.Pipe Rmt.

2 150 M.M. Dia.Pipe Rmt.

3 200 M.M. Dia.Pipe Rmt.

4 300 M.M. Dia Pipe Rmt.

5 400 M.M. Dia Pipe Rmt.

Providing & supplying,lowering,laying,jointing in standard

length ISI mark rigid unplasticised PVC pipes suitable for

potable water with ringfit joint including cost of rings,as per IS

specification no.4985/1988 including all local and central

taxes, transporation, fright charges, octroi, inspection charges,

loding, unloding, conveyance to the departmental stores and

including cost of jointing material etc.complete.(GWSSB SOR

22-23, Part 1&2A-Material Sec., Page No.6, Item

No.3)(GWSSB SOR 22-23, Part 1&2B- Labour Sec., Page

No.37, Item No.8) (material + Labour)

Test Pressure 6 Kg/cm2.

1 63MM Test Pressure 6Kg/Cm2 Rmt.

2 75MM Test Pressure 6Kg/Cm2 Rmt.

3 90MM Test Pressure 6Kg/Cm2 Rmt.

4 110MM Test Pressure 6Kg/Cm2 Rmt.

5 125MM Test Pressure 6Kg/Cm2 Rmt.

6 140MM Test Pressure 6Kg/Cm2 Rmt.

7 160MM Test Pressure 6Kg/Cm2 Rmt.

Test Pressure 10kg/cm2

1 90MM Test Pressure 10kg/cm2 Rmt.

2 110MM Test Pressure 10kg/cm2 Rmt.

3 125MM Test Pressure 10kg/cm2 Rmt.

4 140MM Test Pressure 10kg/cm2 Rmt.

5 160MM Test Pressure 10kg/cm2 Rmt.

5 Providing & suplying at store OR site of work including

9.2A A----PVC Couplers 6Kg/cm2 (fabricated)

9.2B B----PVC Couplers 10Kg/cm2 (Moullded)

9.2E E----PVC Tee (Moulded)

9.2F F----PVC Elbow (Moulded)

RCC precast M.H. Frame & 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 &

6 Drawing including cost of reinforcement M.S. Angles or Flat,

curing mold work etc. (GWSSB SOR 22-23, Part 1&2A-

Material Sec., Page No.16, Item No.10.4)

1 Frame suitable for 50cm opening of MH No.

2 Cover suitable for 50cm opening of MH No.

1 Frame suitable for 50cm opening of MH No.

2 Cover suitable for 50cm opening of MH No.

( C ) House Connection Chamber

Providing and supplying RCC frame & cover M25 grade

7 square opening size 300mm dia etc..comp.(RA) No.

(B) LABOUR WORK.

Excavation for pipeline trenches for water supply, sewerage

line, manhole etc. all with shoring and struting if required

gradient and line inclucding safety provisions using site rails

and stacking excavated stuff including up to all required lead

cleaning the site etc.complete for lifts and strata as specified.

(A) In all sorts of soils and soft murrum (B) In Hard murrum,

boulders incl. macadam road (C) In soft rock and/or masonary

in CM of LM or Lime Concrete. (D) In Hard rock and/or in

C.C. 1:2:4 or RCC with blasting, breaking, chiseling or by

chisleing/breaking only.

Up to 1.50 m depth (GWSSB SOR 22-23, Part 1&2 (Labour

8.1 Sec) Page 32 Item no.1.A.-1 (A,B,C,D) Average rate) Cum.

1.50 to 3.00m depth (GWSSB SOR 22-23, Part 1&2 (Labour

Sec) Page 32 Item no.1.A.-2 (C,D) Average rate)

3.00 to 4.50 m depth (GWSSB SOR 22-23, Part 1&2 (Labour

8.3 Sec) Page 32 Item no.1.A.-3 (C,D) Average rate) Cum.

4.50 to 6.00 m depth (GWSSB SOR 22-23, Part 1&2 (Labour

8.4 Sec) Page 32 Item no.1.A.-4 (C,D) Average rate) Cum.

6.00 to 7.50 m depth (GWSSB SOR 22-23, Part 1&2 (Labour

8.5 Sec) Page 32 Item no.1.A.-5 (C,D) Average rate) Cum.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a

9 radius of Municipal corporation limit. (GWSSB SOR 22-23 Cum.

Section 1&2B-Labour Section, Page No.-40 Item No.14).

Making Job connection for old pipes in connecting the pipeline

with existing main.(as per RA)

1 100 mm to 200 mm Nos

2 250 m.m. to 400 m.m. Nos

3 450 m.m. to 600 m.m. Nos

4 700 m.m. to 900 m.m. Nos

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the same

11 in position including all accessories, and fuel and labour etc.

complete..(GWSSB SOR 22-23, Part 2E- Misc, Page No.104,

Pump Set of Capacity HP/Hr.

Providing and constructing Sewer manholes, scraper manholes

and unit house connection chamber, as per the type design in

brick masonry in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing

manhole frame and covers (But excluding supply of manhole

12 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 necessary as per the

stipulations in the type design complete as per latest CPHEEO

manual. (excl. excavation).(GWSSB SOR 22-23, Section 2D,

Page No.-101, Item No.2).

(A) Manhole type "A" Circular type having inside

diameter of 1200 mm for depth upto 1.5 m depth

(for 150 mm to 500 mm dia sewer).

1 Manhole type "A" as above but upto 1.0 M depth.

2 Extra depth beyond 1.0 M but upto 1.5 M depth for Rmt.

(B) "A" type manhole

type "B" circular type having inside

diameter of minimum 1500 mm and for depth from

1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers).

1 Manhole type "B" as above but upto 1.5 M depth.

2 Extra depth beyond 1.5 M but upto 4.0 M depth for

type, "B" manhole above. Rmt.

(C) 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

1 Manhole type "C" as above but upto 4.0 M depth.

2 Extra depth beyond 4.0 M and up to 6.0 M depth for

type "C" Manhole above. Rmt.

(D) 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).

1 Manhole type "D1" as above but upto 6.0 m depth

2 Extra depth beyond 6.0 m and upto 10 mt depth but

type "D1" manhole above. Rmt.

(E) Manhole type "D2" circular type having inside

diameter of minimum 1500 mm and for depth

beyond 6.0 M to 10.0 M (for 600 mm to 1000 mm

1 Manhole type "D2" as above but upto 6.0 m depth

2 Extra depth beyond 6.0 m and upto 10.0 m depth for

type "D2" manhole above. Rmt.

(F) 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 1800 mm dia.

1 Manhole type "D3" as above but upto 6.0 m depth

2 Extra depth beyond 6.0 m and upto 10.0 m depth for

type "D3" manhole above. Rmt.

Providing and constructing rectangular brick masonry chamber

for house connection as per type design in brick masonry in C.

M. 1:3 including M-100 in foundation M-150 in benching

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

13 1:3 coping in M200 and fixing RCC precast manhole frame No.

and covers, but Excl. supply of manhole and cover etc.

complete excl. excavation. (GWSSB SOR 22-23, Section 2D,

Page No.-102 Item No.4).

Constructing Gully Chamber R.C.C. top slab 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm.

Nominal size, foundation concrete 1:3:6 mix (1 cement :

coarse sand : 6 Brick bats 40 + 50 mm. Thick with cement

mortar 1:5 (1 cement : 5 coarse sand) finished with a floating

coat of neat cement and making channels in cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm.

nominal size) finished smooth complete including curing and

14 testing and frame & cover . Cover with frame size 560 mm. No.

Total weight of cover and frame to be not less than 128 Kgs.

(Wt. Of cover 64 Kgs and Wt. Of frame 64 Kgs) (A) With

mm. Thick walls of brick masonry using brick having crushing

strength not less than 35 Kg/sq cm. In cement mortar 1:5(1

cement : 5 coarse sand)

Manhole type "E" Gully Chamber (300 x 300) mm inner Size

having depth up to 0.7 m depth (RA)

Renovation of manhole by increasing the height at top

including cost of excavation, refitting of C. I. manhole frame

and cover curing etc. complete incl. all carting and providing of

15 materials which is required for the purpose (except manhole

frame and cover)(GWSSB SOR 22-23, Part 2D-

Chambers&Manhole, Page No.-103, Item No.10).

Providing C.C.M.:100 for encasing pipes using trap metal size

12 mm to 50 mm incl. form work curing consolidation etc.

16 complete for various location on pipe line (GWSSB SOR 22-

23 Section 2E-Misc, Page No.-104 Item No.2).

1 Using trap metal 20 mm nomianl size. Cum.

2 Using trap metal 40 mm size. Cum.

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.(GWSSB SOR 22-23, Part 1G-

M&R, Page No.-81, Item No.15).

1 300 M.M. Dia Pipe Rmt.

2 350 M.M. Dia Pipe Rmt.

3 400 M.M. Dia Pipe Rmt.

4 450 M.M. Dia Pipe Rmt.

5 500 M.M. Dia Pipe Rmt.

6 600 M.M. Dia Pipe Rmt.

7 700 M.M. Dia Pipe Rmt.

8 800 M.M. Dia Pipe Rmt.

9 900 M.M. Dia Pipe Rmt.

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

18 including lift up to 6 meter height or depth below G.L. for all MT

diameters, Do-Thermo Mechanically treated (TMT) bars Fe-

415 grade for all diameters (GWSSB SOR 22-23, Part-1

C1(RCC) Page No.-45, Item No.9.2).

Cement plaster 20 mm thick in C.M. 1:2 using water proofing

compound of approved quality including finishing etc.

19 complete. (GWSSB SOR 22-23, Part 1 C1-RCC, Page No.-45, Sq.M

– do – Without water proofing compound. Sq.M

Brickwork using common burnt clay building bricks having

crushing strength not less than 35 Kg./Sq.Cm. in Foundation &

20 Plinth in cement mortor 1:5 (B) Coventional (R&B Cum.

JAMNAGAR sor 2023-24, Chapter No. 6, Page No.82, Item

No. 6.12, Item Code: 06001BA)

Providing and laying 10.00 cm x 15.00 cm x 100.00 cm size

21 precast cement concrete beam (Pidhia) as long as required as Rmt.

directed by engineer in charge. (R.A.)

Providing, Supplying & Fixing Precast RCC Papadi in CC

22 1:1.5:3 Incl. cost of fromwork and cost of steel size in veriabel Cum.

size….. Etc….comp.(RA)

Tracing of old manhole, All Types (GWSSB SOR 22-23, Part

23 2D-Chamber&Manhole, Page No.-103 Item No.11). No.

Fixing all types of C. I./RCC frame and cover in C.C. 1:2:4

including carting etc. complete excluding cost of R. C. C.

(GWSSB SOR 22-23, Part 1E-Misc, Page No.-67 Item No.10).

Fixing C. I. steps in masonry in C. M. 1:3 including necessary

C.C. for jointing etc. complete during progress of the work.

(GWSSB SOR 22-23, Part 1E- Misc, Page No.-67 Item No.12).

Supplying and Spreading cushed metal 40 mm to 63 mm size

26 with all lead and lift including filling the interstices to required Cum.

gradient and level. (R.A.)

Providing, laying spreading and compacting quarry spalls

27 having CBR not less than 30 including spreading in uniform Cum.

layers and compacting with power roller etc. complete (R.A.)

Providing & laying cement concrete 1:3:6 (1- Cement : 3-

coarse sand : 6- hand broken stone aggregates 40mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and plinth. (R&B JAMNAGAR sor 2023-

24,Chapter no. 5, Page no. 68, item no.5.3.2, item code:

Providing and laying cement concrete work 1:2:4 (1-Cement :

2- Coarse sand : 4- graded stone aggregates 20mm nominal

size) and curing complete excluding cost of formwork and

28.1 reinforcement for reinforced concrete work in (A) Foundation, Cum.

footings, Base or columns and Mass concrete.(R&B

JAMNAGAR sor 2023-24, Chapter no. 5, Page no.69, item

no.5.4.1, item code: 05011A)

Providing and laying controlled cement concrete M.200 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A) Foundation,

28.2 footings, Base or columns and Mass concrete. (R&B Cum.

JAMNAGAR sor 2023-24, Chapter no. 5, Page no.76, item

no.5.8.2, item code: 05024A)

Providing and laying controlled cement concrete M.250 and

curing complete excluding the cost of formwork and

reinforcement for reinforced concrete work in (A) Foundation,

28.3 footings, Base or columns and Mass concrete.(R&B Cum.

JAMNAGAR sor 2023-24, Chapter no. 5, Page no.77, item

no.5.8.3, item code: 05025A)

I/We am/are agree to carry out the above mentioned work at___________% (Percentage)

above/below the rates given.

Deputy Engineer

Under Ground Drianage Ex. Engineer

Jamnagar Municipal Corporation Jamnagar Municipal Corporation