BID DOCCUMENT FOR (1) (A) CONSTRUCTION OF RCC ESR OF 1.50 LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 38 TON/M2 AND 12 M HEIGHT, (B) CONSTRUCTION OF RCC ESR OF 0.90 LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 40 TON/M2 AND 12 M HEIGHT. (2) PROVIDING AND SUPPLYING OF VARIOUS DIAMETER PVC PIPELINE, PVC SPECIALS, SLUICE VALVE, EXCAVATION, LOWERING,LAYING, JOINTING, RE-FILLING, ENCASING, VALVE FITTING AND VALVE CHAMBER OF PVC RISING MAIN/DISTRIBUTION PIPELINE. (3) PROVIDING, SUPPLYING AND FIXING EQUAL PRESSURE T-SYSTEM. (4) PROVIDING, SUPPLYING AND FIXING HOUSE TAP CONNECTION. (5) PROVIDING AND SUPPLYING AND INSTALLATION OF PUMPING MACHINERY WITH ACCESSORIES. (6) WELL REPARING (7) ROAD CROSSING WORK AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.(2ND ATTEMPT)

: NAME OF WORK :

BID DOCCUMENT FOR (1) (A) CONSTRUCTION OF RCC ESR OF

LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 38 TON/M2 AND

M HEIGHT, (B) CONSTRUCTION OF RCC ESR OF 0.90 LAC LITERS

CAPACITY SEISMIC ZONE – III & SBC 40 TON/M2 AND 12 M HEIGHT. (2)

PROVIDING AND SUPPLYING OF VARIOUS DIAMETER PVC PIPELINE,

PVC SPECIALS, SLUICE VALVE, EXCAVATION, LOWERING, LAYING,

JOINTING, RE-FILLING, ENCASING, VALVE FITTING AND VALVE

CHAMBER OF PVC RISING MAIN/DISTRIBUTION PIPELINE. (3)

PROVIDING, SUPPLYING AND FIXING EQUAL PRESSURE T-SYSTEM. (4)

PROVIDING, SUPPLYING AND FIXING HOUSE TAP CONNECTION. (5)

PROVIDING AND SUPPLYING AND INSTALLATION OF PUMPING

MACHINERY WITH ACCESSORIES. (6) WELL REPARING (7) ROAD

CROSSING WORK AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR

SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN

RURAL AREA(GENERAL) PROGRAMME.

TENDER COST : Rs.

Note: The prices in the tender are without GST. Therefore, 18% GST will be declared

separately on the amount of work done in accordance with the approved tender prices.

ON BEHALF OF (Hard Copy Sending Address)

UNIT MANAGER, WASMO – GIR SOMNATH (DWSU-GIR SOMNATH)

AT:- “SAI WOODS” BUNGALOWS, BLOCK NO-3, BEHIND DAKSH HOTEL,

JUNAGADH ROAD, VERAVAL, GIR SOMNATH. TALUKA:- VERAVAL,

DISTRICT: GIR SOMNATH-362265

VILLAGE WATER & SANITATION COMMITTEE, GHUNSIYA

AT :- GHUNSIYA, TALUKA :- TALALA, DISTRICT:- GIR SOMNATH

BID DOCCUMENT FOR (1) (A) CONSTRUCTION OF RCC ESR OF 1.50 LAC LITERS

CAPACITY SEISMIC ZONE – III & SBC 38 TON/M2 AND 12 M HEIGHT, (B) CONSTRUCTION

OF RCC ESR OF 0.90 LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 40 TON/M2 AND

12 M HEIGHT. (2) PROVIDING AND SUPPLYING OF VARIOUS DIAMETER PVC PIPELINE,

PVC SPECIALS, SLUICE VALVE, EXCAVATION, LOWERING, LAYING, JOINTING, RE-FILLING,

ENCASING, VALVE FITTING AND VALVE CHAMBER OF PVC RISING MAIN/DISTRIBUTION

PIPELINE. (3) PROVIDING, SUPPLYING AND FIXING EQUAL PRESSURE T-SYSTEM. (4)

PROVIDING, SUPPLYING AND FIXING HOUSE TAP CONNECTION. (5) PROVIDING AND

SUPPLYING AND INSTALLATION OF PUMPING MACHINERY WITH ACCESSORIES. (6) WELL

REPARING (7) ROAD CROSSING WORK AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR

SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL

AREA(GENERAL) PROGRAMME.

Sr. No. Particulars

1. SCHEDULE - “B” FOR (1) CONSTRUCTION OF RCC ESR (2) PVC RISING

MAIN/DISTRIBUTION PIPELINE WORK. (3) T-SYSTEM (4) HOUSE TAP

CONNECTION (5) PUMPING MACHINERY WITH ACCESSORIES (6) WELL

REPARING (7) ROAD CROSSING WORK

2. SCHEDULE - “B-1” FOR CONSTRUCTION OF RCC ESR WORK

3. SCHEDULE - “B-2” FOR PVC RISING MAIN/DISTRIBUTION PIPELINE WORK

4. SCHEDULE - “B-3” FOR EQUAL PRESSURE T-SYSTEM WORK

5. SCHEDULE - “B-4” FOR HOUSE TAP CONNECTION WORK

6. SCHEDULE - “B-5” FOR PUMPING MACHINERY WITH ACCESSORIES WORK

7. SCHEDULE - “B-6” FOR WELL REPARING WORK

8. SCHEDULE - “B-7” FOR ROAD CROSSING WORK

FOR TENDER AND WORK DETAILS AND QUERIES, PLEASE CONTACT FOLLOWING

Sr. Contact Nos.

Name of Officer Designation & Address

No. Office Mobile

1. SHRI. V.J.BHATU 99784

D.W.S.U. GIR SOMNATH

DIST. CO-ORDINATOR

2. SHRI. ALKABEN MAKVANA 96878

D.W.S.U. GIR SOMNATH

DY. MANAGER TECH.

3. SHRI. M B BALVA (02876) 99784

D.W.S.U. GIR SOMNATH

4. SHRI. A A SHERWANI ASSISTANT D.W.S.U. 95372

5. SHRI. BHOJABHAI RAM 87581

D.W.S.U. GIR SOMNATH

6. SHRI. H P KAMALIYA 92281

D.W.S.U. GIR SOMNATH

NAME OF WORK:- BID DOCCUMENT FOR (1) (A) CONSTRUCTION OF RCC ESR OF

LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 38 TON/M2 AND 12 M HEIGHT, (B)

CONSTRUCTION OF RCC ESR OF 0.90 LAC LITERS CAPACITY SEISMIC ZONE – III & SBC

40 TON/M2 AND 12 M HEIGHT. (2) PROVIDING AND SUPPLYING OF VARIOUS DIAMETER

PVC PIPELINE, PVC SPECIALS, SLUICE VALVE, EXCAVATION, LOWERING, LAYING,

JOINTING, RE-FILLING, ENCASING, VALVE FITTING AND VALVE CHAMBER OF PVC RISING

MAIN/DISTRIBUTION PIPELINE. (3) PROVIDING, SUPPLYING AND FIXING EQUAL

PRESSURE T-SYSTEM. (4) PROVIDING, SUPPLYING AND FIXING HOUSE TAP

CONNECTION. (5) PROVIDING AND SUPPLYING AND INSTALLATION OF PUMPING

MACHINERY WITH ACCESSORIES. (6) WELL REPARING (7) ROAD CROSSING WORK AT

GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

VILLAGE WATER AND SANITATION COMMITTEE – GHUNSIYA

VILLAGE:- GHUNSIYA TALUKA:-TALALA

NAME OF WORKS : DISTRIBUTION P.V.C. PIPELINE

MEMORADUM SHOWING THE APPROXIMATE OF MATERIALS TO BE SUPPLIED BY THE DEPARTMENT FOR THE

TO BE EXECUTED AND RATE AT WHICH THEY ARE TO BE CHARGED.

QTY RATE OF WHICH PLACE OF DELIVERY OF

SR. NO DESCIRPTION UNIT

(IN MT.) MATERIALS CHARGED MATERIALS

NIL NIL NIL NIL GHUNSIYA VILLAGE PANI

Signature of Contractor TAL.-TALALA, DIST.: GIR SOMNATH

NAME OF WORK:- BID DOCCUMENT FOR (1) (A) CONSTRUCTION OF RCC ESR OF

LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 38 TON/M2 AND 12 M HEIGHT, (B)

CONSTRUCTION OF RCC ESR OF 0.90 LAC LITERS CAPACITY SEISMIC ZONE – III & SBC

40 TON/M2 AND 12 M HEIGHT. (2) PROVIDING AND SUPPLYING OF VARIOUS DIAMETER

PVC PIPELINE, PVC SPECIALS, SLUICE VALVE, EXCAVATION, LOWERING, LAYING,

JOINTING, RE-FILLING, ENCASING, VALVE FITTING AND VALVE CHAMBER OF PVC RISING

MAIN/DISTRIBUTION PIPELINE. (3) PROVIDING, SUPPLYING AND FIXING EQUAL

PRESSURE T-SYSTEM. (4) PROVIDING, SUPPLYING AND FIXING HOUSE TAP

CONNECTION. (5) PROVIDING AND SUPPLYING AND INSTALLATION OF PUMPING

MACHINERY WITH ACCESSORIES. (6) WELL REPARING (7) ROAD CROSSING WORK AT

GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

MEMORANDUM SHOWING ITEMS OF WORK TO BE CARRIEDOUT FOR BID DOCCUMENT

FOR (1) (A) CONSTRUCTION OF RCC ESR OF 1.50 LAC LITERS CAPACITY SEISMIC ZONE

– III & SBC 38 TON/M2 AND 12 M HEIGHT, (B) CONSTRUCTION OF RCC ESR OF 0.90 LAC

LITERS CAPACITY SEISMIC ZONE – III & SBC 40 TON/M2 AND 12 M HEIGHT. (2)

PROVIDING AND SUPPLYING OF VARIOUS DIAMETER PVC PIPELINE, PVC SPECIALS,

SLUICE VALVE, EXCAVATION, LOWERING, LAYING, JOINTING, RE-FILLING, ENCASING,

VALVE FITTING AND VALVE CHAMBER OF PVC RISING MAIN/DISTRIBUTION PIPELINE. (3)

PROVIDING, SUPPLYING AND FIXING EQUAL PRESSURE T-SYSTEM. (4) PROVIDING,

SUPPLYING AND FIXING HOUSE TAP CONNECTION. (5) PROVIDING AND SUPPLYING AND

INSTALLATION OF PUMPING MACHINERY WITH ACCESSORIES. (6) WELL REPARING (7)

ROAD CROSSING WORK AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH

DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)

SCHEDULE NAME OF WORK

(A) CONSTRUCTION OF RCC ESR OF 1.50 LAC

LITERS CAPACITY SEISMIC ZONE – III & SBC

TON/M2 AND 12 M HEIGHT.

(B) CONSTRUCTION OF RCC ESR OF 0.90 LAC

LITERS CAPACITY SEISMIC ZONE – III & SBC

TON/M2 AND 12 M HEIGHT.

PROVIDING AND SUPPLYING OF VARIOUS DIAMETER

PVC PIPELINE, PVC SPECIALS, SLUICE VALVES,

EXCAVATION,LOWERING,LAYING,JOINTING,REFILLING

,ENCASING,VALVE FITTING AND VALVE CHAMBER OF

PVC RISINGMAIN/DISTRIBUTION PIPELINE.

(75 TO 250 MM DIA TOTAL – 19898 MT LENGTH)

PROVIDING, SUPPLYING AND FIXING EQUAL

PRESSURE T-SYSTEM – 370 NOS

PROVIDING, SUPPLYING AND FIXING HOUSE TAP

CONNECTION – 1374 NOS

PROVIDING, SUPPLYING AND INSTALLATION OF

PUMPING MACHINERY WITH ACCESSORIES AS PER

DETAILED ESTIMATE, GWSSB APPROVED VENDER

LIST AND SPECIFICATIONS – 2 NOS

6 SCHEDULE-B-6 WELL REPARING – 1 NOS

7 SCHEDULE-B-7 ROAD CROSSING (SH-26) – 1 NOS

I/WE AM/ARE WILLING TO CARRY OUT THE WORK AT ………………………….. ABOVE/BELOW

………………………………. (SHOULD BE WRITTEN IN FIGURES AND WORDS) THE ESTIMATED COST

MENTIONED ABOVE. AMOUNT OF MY/OUR TENDER WORKS OUT AS UNDER ESTIMATED AMOUNT

PUT TO TENDER. RS………………………… DEDUCT RS……………………………..…. % ABOVE / BELOW.

SIGNATURE OF CONTRACTOR TAL.- TALALA, DIST.: GIR SOMNATH

SCHEDULE - "B-1”

NAME OF WORK :- (A) CONSTRUCTION OF RCC ESR OF 1.50 LAC LITERS CAPACITY

SEISMIC ZONE – III & SBC 38 TON/M2 AND 12 M HEIGHT, (B) CONSTRUCTION OF RCC

ESR OF 0.90 LAC LITERS CAPACITY SEISMIC ZONE – III & SBC 40 TON/M2 AND 12 M

HEIGHT AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

SCHEDULE - "B-1”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- (A) CONSTRUCTION OF RCC ESR OF 1.50 LAC LITERS CAPACITY SEISMIC ZONE – III &

SBC 38 TON/M2 AND 12 M HEIGHT (WASMO TYPE DESIGN) AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR

SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)

Qty. Unit Description Rate (in Rs.)

Designing structurally (and aesthetically) complying

provisions of relevant Indian standards and constructing

RCC Elevated service Reservoir of the following capacity

and height , using latest Soil Investigation Report of

proposed site , Seismic zone, Wind speed Zone.

Including (1) Container shape any suitable type(or as

specified), (2) Staging consisting of column brace trestle

/ shaft / combination column- brace trestle and shaft as

appropriate(or as specified) and (3) Appropriate

foundation system. This includes excavation in all types

of soil trata(including hard rock ), casting100 mm thick

P.C.C. levelling course in M-10 , Refilling the pit with

proper soil and disposing of the surplus stuff at all

required lead. (4) This will also include cement plaster in

CM 1:2 with approved water proofing compound all over

inside container (i.e. walls, base, top slab/dome bottom

etc. all).. (5) All types of labour & material charges of

lowering , laying, erecting / hoisting & joining of pipe

assembly of Inlet, Outlet, overflow, washout and bye pass

arrangement as per hydraulic design are including. (6)

Providing and fixing of any accessories(specified), CI

Manhole frame and covers, water level indicator

lightening conductor, GI Pipe railing around walk way, at

roof level, at gallery and around

landing of inside shaft, Adequate cowl type ventilators or

lantern type ventilator with stainless steel jali. (7) Scope

of work includes constructing RCC spiral staircase with

adequate tie beams,staircase footing ,Rcc chambers for

valves. ventilating shaft and ventilators as well as door in

shaft, SS grating to be provided to outlet pipe (inside

container) for safety.(8) including providing and applying

three coats of cement paint/snowcem (as

specified) to the whole structure. (9) It also includes

satisfactory water tightness test as per relevant I.S. Code

and painting name of scheme &

capacity on the tank as per direction of engineer in

List of Indian Standards for design of ESR:

Note: The structural design of ESR shall be in

accordance with provisions of relevant Indian Standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) IS 456-2000 or Its latest revision

(3) IS 11682- 1985 or Its latest revision

(4) IS 1893-2002 part I to V or Its latest revision

(5) IS 13920-1993, or Its latest revision

(6) IS 875 part I to III,1987 or Its latest revision

(7) IS 11089- 1987 or Its latest revision

General specifications:

(1) The Min. concrete grade for RCC shall be M :30.

Proportion of concrete ingredients shall be as per Mix

design using weigh batching.

(2) HYSD( Fe 415)or higher grade reinforcing bars

confirming to IS 1786/1139 or CRS /TMT bars shall be

used as per detailed specification.

(3) In case of column –brace trestle type staging having

more than 6 columns internal horizontal bracing is

obligatory. One bracing shall be at foundation level in

case of Individual footings .

(4) Min. size/ thickness of various components shall be

provided as per design criteria/specifications/IS Code (

or as per std. practice). Capacity of the ESR shall be

considered excluding free board.

(5) Minimum dimensions specified for various

components in tender data /specifications should be

(6) The Safe bearing capacity (SBC) /allowable

pressure on soil shall be referred from latest SBC test

report or tender datasheet. During executionIf poor soil

strata or ground water table is encountered, the SBC

shall have to be re ascertained and the design should be

revised accordingly.

(7) Maximum spacing between horizontal bracings shall

be 5 m (storey height).

(8) The BB Masonry cabin with MS door shall be

constructed when spiral staircase is outside the staging.

(9) RCC Staircase/ MS Staircase shall be provided and

fixed for access to roof when height of roof from G.L. is

up to 10 m. For ESR having more than 10 m height

proper RCC staircase or suitable RCC spiral staircase

shall be constructed. Railing should be provided through

out the staircase and around the top ring beam.

(10) For ESR-having staging height more than 15 m the

spiral staircase shall be provided inside the staging with

effective tie beams in more than

(11) Water level indictor shall be provided and fixed float

type /electronic (as specified ).

(12) The rate shall include providing and fixing pipes,

specials, and valves required for inlet, outlet , wash out,

over flow and bye pass arrangement. The scope of work

includes constructing supporting RC pillars, erecting,

laying ,fixing and joining pipes and specials etc up to 5m

length from face of staging (outer most column).

(13) DI pipes & specials shall only be used .

(14) The rate shall include cost of dewatering during

execution making all arrangement with any dewatering

(15) The structure shall be designed properly for uplift

due to Ground water table specified in data or GWT

encountered during execution. No extra payment shall be

paid for the same.

(16) Effective curing shall be carried out up to required

period as per specifications.

(17) Agency shall engage qualified (at least

graduate)consulting engineer for designing the structure

and he/she shall visit the site for guidance of work at all

levels (i.e. below foundation, up to GL, above GL for all

lifts up to container).

(18) 75 % part rate shall be payable for Concrete,

Reinforcement and Plastering items of container until

satisfactory hydraulic testing for water tightness is

performed. Or as per tender condition. Till then the work

shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to

are part & parcel of tender(contract)

Capacity of ESRs (shell type container like cylindrical,

conical, intze, folded plates & its combination)

SR NO. DETAIL ABSTRACT UNIT AMOUNT (in Rs.)

1 COST OF ESR 1,50,000 LTR CAPACITY 1 (+)

2 DEDUCT SBC COST 1 (-)

3 DEDUCT DESIGN OF 2 % FROM ESR COST 1 (-)

SIGNATURE OF CONTRACTOR TAL.- TALALA, DIST.: GIR SOMNATH

SCHEDULE - "B-1”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- (B) CONSTRUCTION OF RCC ESR OF 0.90 LAC LITERS CAPACITY SEISMIC ZONE – III &

SBC 40 TON/M2 AND 12 M HEIGHT (OWN TYPE DESIGN) AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR

SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)

Qty. Unit Description Rate (in Rs.)

Designing structurally (and aesthetically) complying provisions of

relevant Indian standards and constructing RCC Elevated service

Reservoir of the following capacity and height , using latest Soil

Investigation Report of proposed site , Seismic zone, Wind speed

Zone. Including (1) Container shape any suitable type(or as

specified), (2) Staging consisting of column brace trestle / shaft

/ combination column- brace trestle and shaft as appropriate(or

as specified) and (3) Appropriate foundation system. This

includes excavation in all types of soil trata(including hard rock

), casting100 mm thick P.C.C. levelling course in M-10 , Refilling

the pit with proper soil and disposing of the surplus stuff at all

required lead. (4) This will also include cement plaster in CM 1:2

with approved water proofing compound all over inside container

(i.e. walls, base, top slab/dome bottom etc. all).. (5) All types of

labour & material charges of lowering , laying, erecting / hoisting

& joining of pipe assembly of Inlet, Outlet, overflow, washout and

bye pass arrangement as per hydraulic design are including. (6)

Providing and fixing of any accessories(specified), CI Manhole

frame and covers, water level indicator , lightening conductor, GI

Pipe railing around walk way, at roof level, at gallery and around

landing of inside shaft, Adequate cowl type ventilators or lantern

type ventilator with stainless steel jali. (7) Scope of work includes

constructing RCC spiral staircase with adequate tie

beams,staircase footing ,Rcc chambers for valves. ventilating

shaft and ventilators as well as door in shaft, SS grating to be

provided to outlet pipe (inside container) for safety.(8) including

providing and applying three coats of cement paint/snowcem (as

specified) to the whole structure. (9) It also includes satisfactory

water tightness test as per relevant I.S. Code and painting name

of scheme & capacity on the tank as per direction of engineer in

List of Indian Standards for design of ESR:

Note: The structural design of ESR shall be in accordance with

provisions of relevant Indian Standards

(1) I.S. 3370 part I & II 2009 or Its latest revision

(1.1) I.S. 3370 part III & IV 1965 or Its latest revision

(2) IS 456-2000 or Its latest revision

(3) IS 11682- 1985 or Its latest revision

(4) IS 1893-2002 part I to V or Its latest revision

(5) IS 13920-1993, or Its latest revision

(6) IS 875 part I to III,1987 or Its latest revision

(7) IS 11089- 1987 or Its latest revision

General specifications:

(1) The Min. concrete grade for RCC shall be M :30. Proportion

of concrete ingredients shall be as per Mix design using weigh

(2) HYSD( Fe 415)or higher grade reinforcing bars confirming to

IS 1786/1139 or CRS /TMT bars shall be used as per detailed

(3) In case of column –brace trestle type staging having more

than 6 columns internal horizontal bracing is obligatory. One

bracing shall be at foundation level in case of Individual footings .

(4) Min. size/ thickness of various components shall be provided

as per design criteria/specifications/IS Code ( or as per std.

practice). Capacity of the ESR shall be considered excluding free

(5) Minimum dimensions specified for various components in

tender data /specifications should be provided.

(6) The Safe bearing capacity (SBC) /allowable pressure on soil

shall be referred from latest SBC test report or tender datasheet.

During executionIf poor soil strata or ground water table is

encountered, the SBC shall have to be re ascertained and the

design should be revised accordingly.

(7) Maximum spacing between horizontal bracings shall be 5 m

(storey height).

(8) The BB Masonry cabin with MS door shall be constructed

when spiral staircase is outside the staging.

(9) RCC Staircase/ MS Staircase shall be provided and fixed for

access to roof when height of roof from G.L. is up to 10 m. For

ESR having more than 10 m height proper RCC staircase or

suitable RCC spiral staircase shall be constructed. Railing should

be provided through out the staircase and around the top ring

(10) For ESR-having staging height more than 15 m the spiral

staircase shall be provided inside the staging with effective tie

beams in more than one direction.

(11) Water level indictor shall be provided and fixed float type

/electronic (as specified ).

(12) The rate shall include providing and fixing pipes, specials,

and valves required for inlet, outlet , wash out, over flow and bye

pass arrangement. The scope of work includes constructing

supporting RC pillars, erecting, laying ,fixing and joining pipes and

specials etc up to 5m length from face of staging (outer most

(13) DI pipes & specials shall only be used .

(14) The rate shall include cost of dewatering during execution

making all arrangement with any dewatering technique.

(15) The structure shall be designed properly for uplift due to

Ground water table specified in data or GWT encountered during

execution. No extra payment shall be paid for the same.

(16) Effective curing shall be carried out up to required period as

per specifications.

(17) Agency shall engage qualified (at least graduate)consulting

engineer for designing the structure and he/she shall visit the site

for guidance of work at all levels (i.e. below foundation, up to GL,

above GL for all lifts up to container).

(18) 75 % part rate shall be payable for Concrete, Reinforcement

and Plastering items of container until satisfactory hydraulic testing

for water tightness is performed. Or as per tender condition. Till

then the work shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 18 are part

& parcel of tender(contract)

Capacity of ESRs (shell type container like cylindrical, conical,

intze, folded plates & its combination)

SR NO. DETAIL ABSTRACT UNIT AMOUNT

1 COST OF ESR 1,50,000 LTR CAPACITY 1 (+)

2 DEDUCT SBC COST 1 (-)

SCHEDULE NAME OF WORK AMOUNT

CONSTRUCTION OF RCC ESR OF 1.50 LAC

LITERS CAPACITY SEISMIC ZONE – III & SBC

38 TON/M2 AND 12 M HEIGHT AT GHUNSIYA

(A) VILLAGE, TALALA TALUKA IN GIR SOMNATH

DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL)

SCHEDULE – B 1 CONSTRUCTION OF RCC ESR OF 0.90 LAC

LITERS CAPACITY SEISMIC ZONE – III & SBC

40 TON/M2 AND 12 M HEIGHT AT GHUNSIYA

(B) VILLAGE, TALALA TALUKA IN GIR SOMNATH

DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL)

SIGNATURE OF CONTRACTOR TAL : TALALA, DIST: GIR SOMNATH

SCHEDULE - "B-2”

NAME OF WORK :- PROVIDING AND SUPPLYING OF VARIOUS DIAMETER PVC PIPELINE, PVC

SPECIALS, SLUICE VALVES, EXCAVATION, LOWERING, LAYING, JOINTING, REFILLING,

ENCASING,VALVE FITTING AND VALVE CHAMBER OF PVC RISINGMAIN/DISTRIBUTION PIPELINE

(75 TO 250 MM DIA TOTAL – 19898 MT LENGTH) AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR

SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)

SCHEDULE - "B-2”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- PROVIDING AND SUPPLYING OF VARIOUS DIAMETER PVC PIPELINE, PVC SPECIALS,

SLUICE VALVES, EXCAVATION, LOWERING, LAYING, JOINTING, REFILLING, ENCASING,VALVE FITTING AND

VALVE CHAMBER OF PVC RISINGMAIN/DISTRIBUTION PIPELINE (75 TO 250 MM DIA TOTAL – 19898 MT

LENGTH) AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF

TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

Qty Unit Description Rate per Amount

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, conveyance to

the departmental stores and including cost of jointing

meterial etc. complete.

1.One coupler / ring shall be provided with each full

length pipe cost of which is included in rates below.

2. 3% (Three) Discounted rate to be consider for

Coupler jointed pipe

3. Rate for PVC Resin as Rs. 91739/MT (Price

3885.00 Rmt 75 mm dia PVC 6 Kg/cm2 96.00 Rmt

11897.00 Rmt 90 mm dia PVC 6 Kg/cm2 139.00 Rmt

915.00 Rmt 110 mm dia PVC 6 Kg/cm2 199.00 Rmt

768.00 Rmt 140 mm dia PVC 6 Kg/cm2 326.00 Rmt

280.00 Rmt 160 mm dia PVC 6 Kg/cm2 420.00 Rmt

2029.00 Rmt 180 mm dia PVC 6 Kg/cm2 537.00 Rmt

161.00 Rmt 200 mm dia PVC 6 Kg/cm2 665.00 Rmt

168.00 Rmt 250 mm dia PVC 6 Kg/cm2 1035.00 Rmt

Providing and supplying PVC fittings at store or site of

work incl. freight, loading,unloading,stacking, insaurance

and all taxes etc. complete

65 No Pvc Coupler 75 mm 44 No

75 No Pvc Coupler 90 mm 78 No

30 No Pvc Coupler 110 mm 133 No

15 No Pvc Coupler 140 mm 295 No

8 No Pvc Coupler 160 mm 439 No

5 No Pvc Coupler 200 mm 678 No

40 No Pvc Tee 75 x 75 mm 199 No

50 No Pvc Tee 90 x 75 mm 297 No

42 No Pvc Tee 90 x 90 mm 324 No

21 No Pvc Tee 110 x 75 mm 338 No

20 No Pvc Tee 110 x 90 mm 470 No

12 No Pvc Tee 110 x 110 mm 407 No

7 No Pvc Tee 140 x 140 mm 679 No

5 No Pvc Tee 160 x 110 mm 857 No

5 No Pvc Tee 160 x 160 mm 952 No

30 No Pvc Elbow 75 mm 129 No

40 No Pvc Elbow 90 mm 216 No

15 No Pvc Elbow 110 mm 358 No

10 No Pvc Elbow 140 mm 539 No

4 No Pvc Elbow 160 mm 687 No

4 No Pvc Elbow 200 mm 1568 No

45 No Pvc Reducer 90 x 75 mm 110 No

14 No Pvc Reducer 110 x 75 mm 182 No

14 No Pvc Reducer 110 x 90 mm 188 No

3 No Pvc Reducer 140 x 75 mm 226 No

8 No Pvc Reducer 140 x 90 mm 226 No

8 No Pvc Reducer 140 x 110 mm 252 No

4 No Pvc Reducer 160 x 90 mm 304 No

8 No Pvc Reducer 160 x 110 mm 375 No

4 No Pvc Reducer 160 x 140 mm 511 No

5 No Pvc Reducer 200 x 160 mm 901 No

15 No Pvc Endcap 75 mm 35 No

20 No Pvc Endcap 90 mm 45 No

Providing and supplying PVC fittings at store or site of

work incl. freight, loading, unloading,

5% Job stacking,insaurance and all taxes etc. complete of Pvc 5% Job

180 mm Dia Risingmain Pipeline Exi.Sump to Pro.ESR

1.50 Lac Liter Cap.

Providing and supplying PVC fittings at store or site of

work incl. freight,loading,unloading, stacking,insaurance

and all taxes etc. complete of Pvc 180 mm Dia

Risingmain Pipeline Exi.Well to Exi. Sump

Providing and supplying PVC fittings at store or site of

work incl. freight, loading, unloading, stacking,

insaurance and all taxes etc. complete of Pvc 140 mm

Dia Risingmain Pipeline Exi.Sump to Pro. ESR

Excavation for pipeline trenches for water supply.

Sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and line

including safety provision 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.

1330.07 Cum A. In all sorts of soil and soft murrum 89.00 Cum

0.00 Cum B. In hard murrum, boulders incl. Macadam road 135.00 Cum

C. In soft rock and/or masonry in CM or LM or lime

0.00 Cum 163.00 Cum

D. In hard rock and/or in c.c. 1:2:4 or RCC with

7624.03 Cum blasting, breking, chiseling or by chiseling/breking 372.00 Cum

Lowering, laying and jointing PVC pipes and specials

of following class and diameters including cost of

conveyance from stores to site of works including cost

of labour,material, except cement solvent giving

satisfactory hydraulic testing as per ISI code, etc.

3846.00 Rmt 75 mm dia PVC 6 Kg/cm2 15.00 Rmt

11779.00 Rmt 90 mm dia PVC 6 Kg/cm2 17.00 Rmt

905.00 Rmt 110 mm dia PVC 6 Kg/cm2 19.00 Rmt

759.00 Rmt 140 mm dia PVC 6 Kg/cm2 23.00 Rmt

277.00 Rmt 160 mm dia PVC 6 Kg/cm2 28.00 Rmt

2007.00 Rmt 180 mm dia PVC 6 Kg/cm2 34.00 Rmt

159.00 Rmt 200 mm dia PVC 6 Kg/cm2 37.00 Rmt

166.00 Rmt 250 mm dia PVC 6 Kg/cm2 51.00 Rmt

Providing and supplying ISI mark CI D/F Sluice Valves

as per IS:14846 (Latest Edition) of following class and

diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading,conveyance to departmental stores, stacking

PN-1 With hand wheel/Cap operated (PD Type short

45.00 No (II)80 mm dia Sluice Valve 2652.00 No

2.00 No (III)100 mm dia bol Valve 3563.00 No

2.00 No (IV)125 mm dia Sluice Valve 4464.00 No

2.00 No (V)150 mm dia Sluice Valve 5848.00 No

2.00 No (VI)200 mm dia Sluice Valve 9813.00 No

6.00 No (VII)40mm Air valve (S1) 946.00 No

2.00 No (VIII)50mm Air valve (S1) 1328.00 No

Lowering,laying and jointing in position following C.I./

D/F refluxe valves, butterfly valves,sluice valves and air

valves including cost of all labour, jointing

materials,including nut bolts and giving satisfactory

hydraulic testing etc. complete.

45.00 No (II)80 mm dia Sluice Valve 400.00 No

2.00 No (III)100 mm dia Sluice Valve 439.00 No

2.00 No (III)125 mm dia Sluice Valve 479.00 No

2.00 No (III)150 mm dia Sluice Valve 585.00 No

2.00 No (III)200 mm dia Sluice Valve 742.00 No

6.00 No (VII)40mm Air valve (S1) 69.00 No

2.00 No (VIII)50mm Air valve (S1) 178.00 No

Constriuction of Valves Chamber in Brick or bela stone

masonry, locally available in CM 1:6 foundation concrete

150mm thk in C.C 1:4:8 of trap metal size 25mm to

40mm thk cement plaster in C.M. 1:3 and cement

pointing outside in CM 1:3 and top cover of precast

slab 100 mm thick (with key hole in single piece, each

with handles or MS Bar etc. comp. as give size)

Up to 1 mt. depth from GL to pipe invert level Incl.

comp. Civil works.

In single piece

53 No Size 0.60 m X 0.60 m X 1.0 M deep 5001.00 No

Providing C.C.M-100 for encasing pipes using trap

metal size 12mm to 50mm including form work curing

consolidation etc. complete for various location of

Refilling the pipeline trenches with excavated stuff

8705.00 Cum including Ramming proper consolidating disposal 22.00 Cum

surplus stuff or directed with in a radius of 3 Km

SIGNATURE OF CONTRACTOR TAL : TALALA, DIST: GIR SOMNATH

Water and Sanitation Management Organization

Rural water supply

Abstract of Distribution Pipe Line For Village Area

Name of work :- PVC Distribution pipeline work for GHUNSIYA village

Qty Unit Description Rate per Amount

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, conveyance to the

departmental stores and including cost of jointing meterial etc.

1.One coupler / ring shall be provided with each full length pipe

cost of which is included in rates below.

2. 3% (Three) Discounted rate to be consider for Coupler jointed

3. Rate for PVC Resin as Rs. 91739/MT (Price Without GST)

3885.00 Rmt 75 mm dia PVC 6 Kg/cm2 96.00 Rmt

11897.00 Rmt 90 mm dia PVC 6 Kg/cm2 139.00 Rmt

915.00 Rmt 110 mm dia PVC 6 Kg/cm2 199.00 Rmt

328.00 Rmt 140 mm dia PVC 6 Kg/cm2 326.00 Rmt

280.00 Rmt 160 mm dia PVC 6 Kg/cm2 420.00 Rmt

711.00 Rmt 180 mm dia PVC 6 Kg/cm2 537.00 Rmt

161.00 Rmt 200 mm dia PVC 6 Kg/cm2 665.00 Rmt

168.00 Rmt 250 mm dia PVC 6 Kg/cm2 1035.00 Rmt

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

freight, loading,unloading,stacking, insaurance and all taxes etc.

65 No Pvc Coupler 75 mm 44 No

75 No Pvc Coupler 90 mm 78 No

30 No Pvc Coupler 110 mm 133 No

15 No Pvc Coupler 140 mm 295 No

8 No Pvc Coupler 160 mm 439 No

5 No Pvc Coupler 200 mm 678 No

40 No Pvc Tee 75 x 75 mm 199 No

50 No Pvc Tee 90 x 75 mm 297 No

42 No Pvc Tee 90 x 90 mm 324 No

21 No Pvc Tee 110 x 75 mm 338 No

20 No Pvc Tee 110 x 90 mm 470 No

12 No Pvc Tee 110 x 110 mm 407 No

7 No Pvc Tee 140 x 140 mm 679 No

5 No Pvc Tee 160 x 110 mm 857 No

5 No Pvc Tee 160 x 160 mm 952 No

30 No Pvc Elbow 75 mm 129 No

40 No Pvc Elbow 90 mm 216 No

15 No Pvc Elbow 110 mm 358 No

10 No Pvc Elbow 140 mm 539 No

4 No Pvc Elbow 160 mm 687 No

4 No Pvc Elbow 200 mm 1568 No

45 No Pvc Reducer 90 x 75 mm 110 No

14 No Pvc Reducer 110 x 75 mm 182 No

14 No Pvc Reducer 110 x 90 mm 188 No

3 No Pvc Reducer 140 x 75 mm 226 No

8 No Pvc Reducer 140 x 90 mm 226 No

8 No Pvc Reducer 140 x 110 mm 252 No

4 No Pvc Reducer 160 x 90 mm 304 No

8 No Pvc Reducer 160 x 110 mm 375 No

4 No Pvc Reducer 160 x 140 mm 511 No

5 No Pvc Reducer 200 x 160 mm 901 No

15 No Pvc Endcap 75 mm 35 No

20 No Pvc Endcap 90 mm 45 No

Excavation for pipeline trenches for water supply. Sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line including safety provision 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.

1225.73 Cum A. In all sorts of soil and soft murrum 89.00 Cum

0.00 Cum B. In hard murrum, boulders incl. Macadam road 135.00 Cum

0.00 Cum C. In soft rock and/or masonry in CM or LM or lime concrete 163.00 Cum

D. In hard rock and/or in c.c. 1:2:4 or RCC with blasting, breking, 372.00 Cum

chiseling or by chiseling/breking only.

Lowering, laying and jointing PVC pipes and specials of following

class and diameters including cost of conveyance from stores to

site of works including cost of labour,material, except cement

solvent giving satisfactory hydraulic testing as per ISI code, etc.

3846.00 Rmt 75 mm dia PVC 6 Kg/cm2 15.00 Rmt

11779.00 Rmt 90 mm dia PVC 6 Kg/cm2 17.00 Rmt

905.00 Rmt 110 mm dia PVC 6 Kg/cm2 19.00 Rmt

324.00 Rmt 140 mm dia PVC 6 Kg/cm2 23.00 Rmt

277.00 Rmt 160 mm dia PVC 6 Kg/cm2 28.00 Rmt

703.00 Rmt 180 mm dia PVC 6 Kg/cm2 34.00 Rmt

159.00 Rmt 200 mm dia PVC 6 Kg/cm2 37.00 Rmt

166.00 Rmt 250 mm dia PVC 6 Kg/cm2 51.00 Rmt

Providing and supplying ISI mark CI D/F Sluice Valves as per

IS:14846 (Latest Edition) of following class and diameter including

all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading,conveyance to departmental

stores, stacking etc. complete.

PN-1 With hand wheel/Cap operated (PD Type short Body)

45.00 No (II)80 mm dia Sluice Valve 2652.00 No

2.00 No (III)100 mm dia bol Valve 3563.00 No

2.00 No (IV)125 mm dia Sluice Valve 4464.00 No

2.00 No (V)150 mm dia Sluice Valve 5848.00 No

2.00 No (VI)200 mm dia Sluice Valve 9813.00 No

5.00 No (VII)40mm Air valve (S1) 946.00 No

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

valves, butterfly valves,sluice valves and air valves including cost

of all labour, jointing materials,including nut bolts and giving

satisfactory hydraulic testing etc. complete.

45.00 No (II)80 mm dia Sluice Valve 400.00 No

2.00 No (III)100 mm dia Sluice Valve 439.00 No

2.00 No (III)125 mm dia Sluice Valve 479.00 No

2.00 No (III)150 mm dia Sluice Valve 585.00 No

2.00 No (III)200 mm dia Sluice Valve 742.00 No

5.00 No (VII)40mm Air valve (S1) 69.00 No

Constriuction of Valves Chamber in Brick or bela stone masonry,

locally available in CM 1:6 foundation concrete 150mm thk in C.C

1:4:8 of trap metal size 25mm to 40mm thk cement plaster in

C.M. 1:3 and cement pointing outside in CM 1:3 and top cover of

precast slab 100 mm thick (with key hole in single piece, each

with handles or MS Bar etc. comp. as give size)

Up to 1 mt. depth from GL to pipe invert level Incl. comp. Civil

In single piece

53 No Size 0.60 m X 0.60 m X 1.0 M deep 5001.00 No

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

68.87 Cum 12mm to 50mm including form work curing consolidation etc. 4113.80

complete for various location of pipeline Cum

Refilling the pipeline trenches with excavated stuff including

7961.00 Cum Ramming proper consolidating disposal surplus stuff or directed 22.00

with in a radius of 3 Km Cum

SIGNATURE OF CONTRACTOR TAL : TALALA, DIST: GIR SOMNATH

Water and Sanitation Management Organization

Rural water supply

Abstract of Risingmain Pipe Line For Village Area

Name of work :- PVC Risingmain Exi. Sump to Pro. ESR 1.50LL at GHUNSIYA

Qty Unit/Sr.No. Description Rate per Amount

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,

conveyance to the departmental stores and including cost of

jointing meterial etc. complete.

1.One coupler / ring shall be provided with each full length

pipe cost of which is included in rates below.

2. 3% (Three) Discounted rate to be consider for Coupler

3. Rate for PVC Resin as Rs. 91739/MT (Price Without GST)

31.00 Rmt 180 mm dia PVC 6 Kg/cm2 537.00 Rmt

Providing and supplying PVC fittings at store or site of work

5% Job incl.freight,loading,unloading,stacking,insaurance and all taxes 5% Job

Excavation for pipeline trenches for water supply. Sewerage

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

per required gradient and line including safety provision 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.

1.80 Cum A. In all sorts of soil and soft murrum 89.00 Cum

0.00 Cum B. In hard murrum, boulders incl. Macadam road 135.00 Cum

0.00 Cum C. In soft rock and/or masonry in CM or LM or lime concrete 163.00 Cum

D. In hard rock and/or in c.c. 1:2:4 or RCC with blasting, Cum

breking, chiseling or by chiseling/breking only.

Lowering, laying and jointing PVC pipes and specials of

following class and diameters including cost of conveyance from

stores to site of works including cost of labour,material, except

cement solvent giving satisfactory hydraulic testing as per ISI

code, etc. complete.

30.00 Rmt 180 mm dia PVC 6 Kg/cm2 34.00 Rmt

Refilling the pipeline trenches with excavated stuff incl.

13.00 Cum Ramming proper consolidating disposal surplus stuff or directed 22.00

with in a radius of 3 Km Cum

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

Water and Sanitation Management Organization

Rural water supply

Abstract of Risingmain Pipe Line For Village Area

Name of work :- PVC Risingmain Exi. Sump to Pro. ESR at GHUNSIYA

Qty Unit/Sr.No. Description Rate per Amount

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,

conveyance to the departmental stores and including cost of

jointing meterial etc. complete.

1.One coupler / ring shall be provided with each full length

pipe cost of which is included in rates below.

2. 3% (Three) Discounted rate to be consider for Coupler

3. Rate for PVC Resin as Rs. 91739/MT (Price Without

440.00 Rmt 140 mm dia PVC 6 Kg/cm2 326.00 Rmt

Providing and supplying PVC fittings at store or site of work

incl.freight,loading,unloading,stacking,insaurance and all taxes

5% Job etc. complete 5% Job

Excavation for pipeline trenches for water supply. Sewerage

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

per required gradient and line including safety provision 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.

26.10 Cum A. In all sorts of soil and soft murrum 89.00 Cum

0.00 Cum B. In hard murrum, boulders incl. Macadam road 135.00 Cum

0.00 Cum C. In soft rock and/or masonry in CM or LM or lime concrete 163.00 Cum

D. In hard rock and/or in c.c. 1:2:4 or RCC with blasting, Cum

breking, chiseling or by chiseling/breking only.

Lowering, laying and jointing PVC pipes and specials of

following class and diameters including cost of conveyance

from stores to site of works including cost of labour,material,

except cement solvent giving satisfactory hydraulic testing as

per ISI code, etc. complete.

435.00 Rmt 140 mm dia PVC 6 Kg/cm2 23.00 Rmt

Refilling the pipeline trenches with excavated stuff incl.

190.00 Cum Ramming proper consolidating disposal surplus stuff or 22.00

directed with in a radius of 3 Km Cum

Providing and supplying C. I. Air valves of approved make &

quality of following class and diameter including all taxes,

1.00 Nos nsurance, transportation, freight charges, octroi, inspection 946.00

charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete. 40mm Dia Single (S1) Type Nos

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

Reflux valves, Butterfly valves, Sluice valves and Air valves

1.00 Nos including cost of all labour, jointing material, including nut 69.00

bolts and giving satisfactory hydraulic testing, etc. complete.

40mm Dia Single (S1) Type Nos

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

Water and Sanitation Management Organization

Rural water supply

Abstract of Risingmain Pipe Line For Village Area

Name of work :- PVC Risingmain Exi. well to Exi. Sump at GHUNSIYA

Qty Description Rate per Amount

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, conveyance to the departmental stores

and including cost of jointing meterial etc. complete.

1.One coupler / ring shall be provided with each full length

pipe cost of which is included in rates below.

2. 3% (Three) Discounted rate to be consider for Coupler

3. Rate for PVC Resin as Rs. 91739/MT (Price Without

1287.00 Rmt 180 mm dia PVC 6 Kg/cm2 537.00 Rmt

Providing and supplying PVC fittings at store or site of work

incl.freight,loading,unloading,stacking,insaurance and all taxes

5% Job etc. complete 5% Job

Excavation for pipeline trenches for water supply. Sewerage

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

per required gradient and line including safety provision

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.

76.44 Cum A. In all sorts of soil and soft murrum 89.00 Cum

0.00 Cum B. In hard murrum, boulders incl. Macadam road 135.00 Cum

C. In soft rock and/or masonry in CM or LM or lime Cum

496.86 Cum D. In hard rock and/or in c.c. 1:2:4 or RCC with blasting, 372.00 Cum

breking, chiseling or by chiseling/breking only.

Lowering, laying and jointing PVC pipes and specials of

following class and diameters including cost of conveyance

from stores to site of works including cost of labour,material,

except cement solvent giving satisfactory hydraulic testing

as per ISI code, etc. complete.

1274.00 Rmt 180 mm dia PVC 6 Kg/cm2 34.00 Rmt

Refilling the pipeline trenches with excavated stuff incl.

541.00 Cum Ramming proper consolidating disposal surplus stuff or 22.00

directed with in a radius of 3 Km Cum

Providing and supplying C. I. Air valves of approved make &

quality of following class and diameter including all taxes,

nsurance, transportation, freight charges, octroi, inspection

2.00 Nos 1328.00 Nos

charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

50mm Dia Single (S1) Type

Lowering, laying and jointing in position following C. I. /

D/F Reflux valves, Butterfly valves, Sluice valves and Air

valves including cost of all labour, jointing material,

2.00 Nos 178.00 Nos

including nut bolts and giving satisfactory hydraulic testing,

50mm Dia Single (S1) Type

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

SCHEDULE - "B- 3”

NAME OF WORK :- PROVIDING, SUPPLYING AND FIXING EQUAL PRESSURE T-SYSTEM –

370 NOS AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

SCHEDULE - "B- 3”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- PROVIDING, SUPPLYING AND FIXING EQUAL PRESSURE T-SYSTEM – 370 NOS AT

GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

Sr. Rate Amount

Description Qty. Unit

Providing and supplying ISI mark G.I.Pipe Medium

Duty with Couplings of following class and diameter

including all taxes, insurance, transportation,freight

charges,octroi,inspection charges, loading, unloading,

convyance to departmental stores, stacking

etc.complete.(IS-1239) G.I.Pipe 50 mm dia.Midium

duty (For Tee System)

Lowering laying and jointing G.I.pipes with specials of

followeing diameters in proper position,grade and

alignment as direced by Engineer-in-charge including

conveyance from sstores to site of work labour giving

hydraulic testing etc.complete 150 mm dia.G.I.Pipe

Joining of 50 mm dia.G.I.Pipe 555.00 Mtr. 18.00

Providing and supplying ISI mark G.I.Pipe(Medium

Duty) with Couplings of following class and diameter

including all taxes,insurance,transportation,freight

charges,octroi,inspection charges, loading, unloading,

convyance to departmental stores, stacking

etc.complete.(IS-1239) G.I.Pipe 15 mm dia.Midium

duty (G.I.Nipple)

15 mm dia.G.I.Nipple 370x4x0.075 = 111 111.00 Mtr. 100.00

Lowering laying and jointing G.I.pipes with specials of

following diameters in proper position,grade and

alignment as direced by Engineer-in-charge including

conveyance from stores to site of work labour giving

hydraulic testing etc.complete (15 mm dia.G.I.Pipe)

Jointing of 15 mm dia.G.I.Pipe (with welding work)

Providing and supplying in standard length ISI mark

rigid 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,transportaion,freight charges,octroi,inspection

charges,loading,unloading,conveyanc to the

departmental stores and cost of jointing meterial

(pipe 75 mm dia.for conect to Tee System

This item in includes in distribution pipeline estimate 1110.00 Rmt 132.00

Providing and supplying at store or site of work

incl.freight,loading,unloading,stacking insu.& all taxes

50 mm dia.P.V.C.Valve 370x1=370.00 370 Nos. 70.00

Lowering,laying and jointingfin position following PVC

valve including cost of all labour,jointing material,and

giving satisfactory testing tec.comp. 50 mm dia.pvc

50 mm dia.P.V.C.Valve 370x1=370.00 370 Nos. 50.00

Providing and supplying at store or site of work

incl.freight,loading,unloading,stacking insu.& all taxes

Lowering laying and jointing G.I.End cap with specials

of followeing diameters in proper position,grade and

alignment as direced by Engineer-in-charge including

conveyance from stores to site of work labour giving

hydraulic testing etc.complete (50 mm dia.End cap)

Jointing of 50 mm dia. End cap 740.00 Nos. 25.00

painting two coats (excluding priming coat) on new

steel and other metal surface with enamel

paint,brushing , interior to give an even shade 18.00 Sqm 47.53

including cleanicn the surface of all dirt, dust and

other foreign matter.

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

: 3- Coarse sand :6- crushed stone aggregates

mm nominal size) and curing complete including cost 9.99 Cu.M 2446.22

of formwork in (A) wall caps/coping (On valve

system of ghodi)

Providing and supplying PVC fittings at store or site of

work incl.freight,loading,unloading,stacking insu.& all

taxes etc.comp.

(a) P.V.C Elbow 75mm 370.00 Nos. 129.00

(b) P.V.C Reducer (75 x 63mm) 370.00 Nos. 83.00

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

SCHEDULE - "B- 4”

NAME OF WORK :- PROVIDING, SUPPLYING AND FIXING HOUSE TAP CONNECTION –

1374 NOS AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER

AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

SCHEDULE - "B- 4”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- PROVIDING, SUPPLYING AND FIXING HOUSE TAP CONNECTION – 1374 NOS AT

GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

Qty Unit Particulats Per

Providing and suplying in true line and level

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold

water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent as

approved by Engineer In Charge.

20610.00 Rmt (a) 15 mm dia UPVC pipe 25.89 Rmt

Purchasing and supplying at site of work G.I./P.V.C.

specials as per requirement incl. Railway freight,

loading, unloading and carting from store to site.

2748.00 No (1) UPVC Coupling 15 mm dia. 5.00 No.

5496.00 No (2) UPVC Elbow 15 mm dia. 6.00 No.

1374.00 No (3) bib tap 15 mm dia. 25.00 No.

1374.00 No (4) UPVC Female Coupler 15 mm dia. 10.00 No.

1374.00 No (5) UPVC Male Tread 15 mm dia. 10.00 No.

1374.00 No (6) UPVC Clamp 10.00 No.

Excavation for pipeline trenches

1112.94 Cum (a) In all softs and soil and soft murrum 89.00 Cum

1112.94 Cum (b)In Hard murrum,boulders incl Macadam road 135.00 Cum

Lowering, laying and jointing PVC pipes and specials

of following class and diameter including cost of

conveyance from stores to site of works including cost

of labour, material, except cement solvent, giving

satisfactory hydraulic testing as per lSl code (Assume

Refilling the pipe line trenches including ramming,

2145.68 cum watering, consolidating disposal of surplus stuff as 22.00 cum

directed within a radius of 3 km.

46.373 Cum Cutting of Road : c.c 1:2:4 or RCC 365.00 Cum

30.915 Cum IPS Cutting 365.00 Cum

P.C.C (M7.5) 1:4:8 mass concrete

Providing and castlng in situ mass cement concrete in

1:4:8 proportion using granitg quarEite trap metal of

size 25 mm to 40 mm induding consolidation curing

Making hole for Fitting saddle in to Existing

pipe(110/90/63/50 mm) or New laying pipe.

Lowering, laying and jointing 110/90/63/50 mm X

1374.00 No 15 mm dia.Service Saddle including cost of 60.00 No

conveyance from stores to site of works including cost

of labour, material, with cement solvent, giving

satisfactory hydraulic testing as per lSl code

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

SCHEDULE - "B- 5”

NAME OF WORK :- PROVIDING, SUPPLYING AND INSTALLATION OF PUMPING

MACHINERY WITH ACCESSORIES AS PER DETAILED ESTIMATE, GWSSB APPROVED

VENDER LIST AND SPECIFICATIONS – 2 NOS AT GHUNSIYA VILLAGE, TALALA TALUKA IN

GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL

AREA(GENERAL) PROGRAMME.

SCHEDULE - "B- 5”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- PROVIDING, SUPPLYING AND INSTALLATION OF PUMPING MACHINERY WITH

ACCESSORIES AS PER DETAILED ESTIMATE, GWSSB APPROVED VENDER LIST AND SPECIFICATIONS –

NOS AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

(1) PUMPING MACHINERY (25.0 HP, 700 LPM, 70 M HEAD)

(2) PUMPING MACHINERY (10.0 HP, 498 LPM, 32.50 M HEAD)

(1) PUMPING MACHINERY (25.0 HP, 700 LPM, 70 M HEAD)

Item No. Qty. Item Description Unit

Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C.

Supply & 2900 RPM , as per IS 14220 MOC : Casing:

CI-FG260, Impeller : Bronze & Shaft : SS:41 Providing

and Supplying of electric moter driven mono block Pump

Set confirming to IS- 8034 and motor conforms to IS-

9283 working at 3 Phase, 400/440 volt, 50 C/S AC

Supply & 2900 RPM having capacity 700 LPM and

Meter Head and 25 H.P. Category: S.M. -

Auto transformer starter suitable for local & remote pump

control application consisting of Auto Transformer (vacuum

impregnated, air cooled having three (3) tappings at 50%,

65% and 80%), incomer MCCB / MPCB, overload relay

2 1 and contactors as per Type II coordination including digital 24276 No.

MFM with RS 485 communication port, analogue type

ammeter with selector switch, run hour meter, required

protective relays & control accessories.

A. T. S. from 21 to 30 HP

Manufacture,supply and delivery of following ISI marked

H.D.P.E.pipes (IS:4984/1985 with latest amendment)

having material grade PE-80 in approximate 100 mtr. coil

length or as per GWSSB requirement with SS-316 Nipple

at both ends having 11 TPI threads as per specification,

press fitted bolted having nominal diameter as under as

per detailed technical specification. (Rates are exclusive of

GST) DN-90 PN-10

Supplying GI special such as Bend, Elbow, Tee, Reducer

Nipple, MS/CI Flange etc as per requirement 80 mm size

PVC insulated flat submersible cable as per detailed

5 50 technical specifications of R/C of 1 R x 3 C x 4.0 mm2 87 Meter

GWSSB conforming to IS 694, IEC 60227 /

Supplying & erecting funnel type earthing having earth

plate of following size burred in specifically prepared earth

pit 3 mtr. below ground with 40 kg. charcoal and salt with

alternate layers of charcoal & salt, 20mm.dia. G.I. pipe

with Funnel with a wire mesh for watering & bricks

masonry block, C.I. Cover complete as per para 7.3 of IS

6 1 3043 with necessary length of double Galvanised Iron / 2410.71 No.

copper earth wire No 6 SWG bolted with lug to the plate

and covered in 12 mm dia. G.I. pipe 2.5 mtr long

complete connected to the nearest switch gear with end

socket as per direction & duly tested by earth tester

confirming to IS (As per drawing) with following

specification(A) 30x30x0.35 cms: C.I. earth plate.

Labour charges for installation and commissioning of above

pump set with all accessories complete with delivery pipe

connections valves, jointing material etc and installation of

SIGNATURE OF CONTRACTOR TAL : TALALA, DIST: GIR SOMNATH

(2) PUMPING MACHINERY (10.0 HP, 498 LPM, 32.50 M HEAD)

Qty. Item Description Rate Unit Amount

Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C.

Supply & 2900 RPM , as per IS 14220 MOC : Casing: CI-

FG260, Impeller : Bronze & Shaft : SS:41 Providing and

Supplying of electric moter driven mono block Pump Set

confirming to IS- 8034 and motor conforms to IS-9283

working at 3 Phase, 400/440 volt, 50 C/S AC Supply &

2900 RPM having capacity 498 LPM and 32.50 Meter

Head and 10 H.P. Category: S.M. -

DOL / Star Delta starter suitable for local & remote pump

control application consisting of MPCB, overload relay and

contactors as per Type II coordination including digital

voltmeter, analogue ammeter with selector switch, run hour

meter, required protective relays & control accessories. S. D.

from 8 to 10 HP

Manufacture,supply and delivery of following ISI marked

H.D.P.E.pipes (IS:4984/1985 with latest amendment)

having material grade PE-80 in approximate 100 mtr. coil

length or as per GWSSB requirement with SS-316 Nipple at

both ends having 11 TPI threads as per specification, press

fitted bolted having nominal diameter as under as per

detailed technical specification. (Rates are exclusive of GST)

Supplying GI special such as Bend, Elbow, Tee, Reducer

Nipple, MS/CI Flange etc as per requirement 80 mm size

PVC insulated flat submersible cable as per detailed

5 30 technical specifications of R/C of 1 R x 3 C x 4.0 mm2 87 Meter

GWSSB conforming to IS 694, IEC 60227 /

Supplying & erecting funnel type earthing having earth plate

of following size burred in specifically prepared earth pit

mtr. below ground with 40 kg. charcoal and salt with

alternate layers of charcoal & salt, 20mm.dia. G.I. pipe with

Funnel with a wire mesh for watering & bricks masonry

block, C.I. Cover complete as per para 7.3 of IS 3043 with

necessary length of double Galvanised Iron / copper earth

wire No 6 SWG bolted with lug to the plate and covered in

12 mm dia. G.I. pipe 2.5 mtr long complete connected to the

nearest switch gear with end socket as per direction & duly

tested by earth tester confirming to IS (As per drawing) with

following specification (A) 30x30x0.35 cms: C.I. earth plate.

Labour charges for installation and commissioning of above

pump set with all accessories complete with delivery pipe

connections valves, jointing material etc and installation of

SCHEDULE NAME OF WORK

PROVIDING, SUPPLYING AND INSTALLATION OF PUMPING

MACHINERY WITH ACCESSORIES AS PER DETAILED

ESTIMATE, GWSSB APPROVED VENDER LIST AND

(1) SPECIFICATIONS AT GHUNSIYA VILLAGE, TALALA TALUKA IN

GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

(1) (1) PUMPING MACHINERY (25.0 HP, 700 LPM, 70 M HEAD)

PROVIDING, SUPPLYING AND INSTALLATION OF PUMPING

MACHINERY WITH ACCESSORIES AS PER DETAILED

ESTIMATE, GWSSB APPROVED VENDER LIST AND

(2) SPECIFICATIONS AT GHUNSIYA VILLAGE, TALALA TALUKA IN

GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

(2) PUMPING MACHINERY (10.0 HP, 498 LPM, 32.50 M HEAD)

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

SCHEDULE - "B- 6”

NAME OF WORK :- CONSTRUCTION AND REAPARING OF WELL WORKING SIZE 6.0 M. DIA

METER – 1 No. AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT

UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)

SCHEDULE - "B- 6”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- CONSTRUCTION AND REAPARING OF WELL WORKING SIZE 6.0 M. DIA METER – 1 No. AT

GHUNSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP

CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME.

Qty Unit Particulats Per

Masonry for well steining Masonry foe well steining in

4.50 Cu.m C.M. 1:6 above ground level and up to 1.5 mt depth 4846 Cu.m

below average ground level (A) Using Bela stones

Steel/Reinforcement bars Supplying, cutting, bending,

binding and placing in position steel as per and

design and as per ISS 2502 including cost of steel

541.85 Kg and binding wire for reservoirs/structures only 73.208 Kg

including lift up to 6 meter height or depth below G.L

for all diameters (A) Work of providing and attaching

grill for well cover

RCC for well steining Providing and laying cement

concrete 1:2:4 (1-cement : 2-Coarse sand : 4 -

graded stone aggregates 20 mm nominal size) and

0.70 Cum 5984 Cum

curing complete incl. cost of formwork but excluding

cost of reinforcement for well steining work (A) Well

steining incl beam

Steel/Reinforcement bars Supplying, cutting, bending,

binding and placing in position steel as per 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 For Ringbeam

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

SCHEDULE - "B- 7”

NAME OF WORK :- ROAD CROSSING PIPELINES WORK AT GHUNSIYA VILLAGE, TALALA

TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN

RURAL AREA(GENERAL) PROGRAMME.

SCHEDULE - "B- 7”

WATER AND SANITATION MANAGEMENT ORGANIZATION

RURAL WATER SUPPLY

NAME OF WORK :- ROAD CROSSING PIPELINES WORK AT GHUNSIYA VILLAGE, TALALA TALUKA IN GIR

SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)

Qty Unit Particulats Per

Drilling of 300mm dia horizontal borehole for

watermain pipeline crossing under the road including

in all strata with required length incl. fixing of 250mm

dia M.S./RCC casing pipe with pushing etc complete

various size of pipe for 168mm dia water main.

for 45 Mtr = 101389 Rs.

Rate for 1 Rmt = 101389/45 =

15.00 Rmt Without water main & with RCC Casing Pipe 2253.09 Rmt

SIGNATURE OF CONTRACTOR TAL :TALALA, DIST: GIR SOMNATH

On a non-judicial stamp paper of Rs.300/-

occupation service/ business/……………………………….…………………..…….., residing at

hereby state on solemn affirmation and declare on each as under.

1. I say that I am working with name of the organization as Director/Partner/Proprietor/other

designation, and am duly authorized/competent person of the said name of the organization to

do present affidavit on its behalf.

2. I say that the said name of the organization has submitted/upload tender/e-tender floated by the

D.W.S.U., Water and Sanitation Management Organisation (WASMO), GIR SOMNATH

being tender/E-tender ID ………………………….. for the work of

3. I have read the terms and conditions of the said tender condition and I have understood the

same and are acceptable to me name of the organization.

4. I say that the details and particular given by name of the organization are true and correct. I

state and declare that the said name of the organization. Has not concealed and fact, details or

particular and all the said facts, details and particulars given by the said name of the

organization are true correct and complete.

5. I say that if any particulars found to be incorrect or incomplete or misleading in any manner, the

WASMO shall have full authority to cancel the tender at any point of time and the name of the

organization shall be liable for all the consequences that may arise out of the action of the

6. I say that I am aware that making wrong statement on affidavit is a punishable offence.

Solemnly affirmed on this ………… Day of …………………202 at …………………………

Seal & Signature of