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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
29 Jun 2026, 6:00 pm
UNIT MANAGER DISTRICT WATER AND SANITATION UNIT WASMO 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 GHUSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME. (3rd ATTEMPT)
311064
01/2026–2027
Open
Civil Works - Water Works
Gir Somnath
10 documents required · 10 mandatory
₹3,600
GRAMYA JAL AND SWACHHATA SAMITI GHUNSIYA
₹1.5 L
3 Jun 2026
3 Jun 2026
3 Jun 2026
29 Jun 2026
3 Jun 2026
: 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 GHUSIYA VILLAGE, TALALA TALUKA IN GIR
SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN
RURAL AREA(GENERAL) PROGRAMME. (3rd ATTEMPT)
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, GHUSIYA
AT :- GHUSIYA, 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 GHUSIYA VILLAGE, TALALA TALUKA IN GIR
SOMNATH DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL
AREA(GENERAL) PROGRAMME.(3rd ATTEMPT)
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
GHUSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION
OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME. (3rd ATTEMPT)
VILLAGE WATER AND SANITATION COMMITTEE – GHUSIYA
VILLAGE:- GHUSIYA 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 GHUSIYA 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
GHUSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH DISTRICT UNDER AUGMENTATION
OF TAP CONNECTIVITY IN RURAL AREA(GENERAL) PROGRAMME. (3rd ATTEMPT)
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 GHUSIYA VILLAGE, TALALA TALUKA IN GIR SOMNATH
DISTRICT UNDER AUGMENTATION OF TAP CONNECTIVITY IN RURAL AREA(GENERAL)
PROGRAMME. (3rd ATTEMPT)
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 GHUSIYA 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 GHUSIYA 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 GHUSIYA 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 GHUSIYA
(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 GHUSIYA
(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 GHUSIYA 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 GHUSIYA 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 GHUSIYA 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 GHUSIYA
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 GHUSIYA
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 GHUSIYA
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 GHUSIYA 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
GHUSIYA 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 GHUSIYA 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 GHUSIYA
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 GHUSIYA 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 GHUSIYA 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 GHUSIYA 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 GHUSIYA 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 GHUSIYA 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
GHUSIYA 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 GHUSIYA 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 GHUSIYA 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
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RAW_HTML
1. NIT.pdf
2.Instruction to Bidder_Criteria.pdf
3. General Condition.pdf
4.Specifications.pdf
5.Price_bid_preamble.pdf
6_data_sheet.pdf
7. schedule-B.pdf
8. Drawing ESR 1.5 lac Cap. Z-3 S-25.pdf
9. Drawing Ghusiya Pipeline.pdf
10. Drawing ROAD CROSSING.pdf
11. FD SD EMD GR 25-26.pdf
12.GR 1.pdf
13.Prize variation pariptra Dt.01.06.2023.pdf
14.SBC-1 ESR 1.50 Lac Lit Cap.pdf
15.SBC-2 ESR 0.90 Lac Lit Cap.pdf
16. Pipe Factory inpection Pariptra.pdf
17.draft tender paper testing instrcution.pdf
18. Pipe Supply.pdf
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