Providing Supplying, Lowering, laying and Jointing pipeline 110 mm dia 6 Kg PVC & HDPE Pipeline, Construction of BPT - 50000 Cap, Pump Cabin and Electrification for Village Dharampar IWSS, Tal. Bhuj under Rejuvenation Program.

Name of work : PSLL&J pipeline 110 mm dia 6Kg PVC & HDPE Pipeline, Construction of BPT -

Cap, Pump Cabin and Electrification for Village Dharampar IWSS, Tal. Bhuj under Rejuvenation

Qty. Unit Description of Item Estimate rate Per Amount

RCC GSR (description of item turnkey tender)

Preparing structual design of RCC under ground/partially

under ground /above high ground level reservoir of required

capacity as per relevant I.S. standards and constructing the

same ,including excavation in all types of soil strata

(including rock) including shoring strutting if required for

loose soil/to protect from collapse casting 100 mm thick

P.C.C leveling course in M-15 ,refiling the pit with proper

soil and disposing of the surplus stuff at all lead including

cement plaster in CM 1:2 with approved water proofing

compound to all over inside container (i.e walls,base,top

slab/dome bottam etc all)including all types of labour and

material charages of lowering ,laying ,eracting /hosting and

jointing of pipe assembly to inlet ,oulet overflow washout

and bye pass arrangement as per hydraulic design

.Providing and fixing accesscries ,CI manhole frame and

cover water level indicator,adequate cowl type ventilators

or lantern type ventilator with stainless steel jali.RCC

chambers for valves providing and applying three coats of

cement paint /snowcem to the out side face of structure.it

also includes sacisfactory water tightness test as per

relevant I.S code and painting name of scheme and

capacity on the tank as per driection of engineer in charge.

List of Indian Standards for Design of GSR/SUMP-

The structural design of GSR shall be in accordance with

provisions 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 1893-2002-1984 or Its latest revision

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

General specifications:

(1) water depth in container shall be adopted as per data of

tender .capacity shall be calculated excluding free board of

the reservoir .If water depth is not specified the suitable

water depth /accptable to field engineer in accordance with

(2) shape of container (in plan) specified by in data shall be

adopted in absance circular shape shall be adopted.

(3) size shall be fixed as per availability of space (land area

)at site /acceptable engineer in charge.

(4) effect of overlapping of pressure bulbs of soil due near

by stucture and proposed sump should be consicered .

(5) care shall be taken that no damage should occur to

nearby existing structure .compensation shall be paid for

the same by agency.

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

D:\2025\tender\PHS bhuj\dharampar\DHARAMPAR110 mm PVC Pipeline (1) (2) schedual -B

Qty. Unit Description of Item Estimate rate Per Amount

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

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

provide in saline atmosphere corrosion resistance stainless

steel/HCR rebar shall be provide any other steel can be

used with approval of CE /in situatin of non availability in

market without extra cost.

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

provided as per design criteria/specifications/IS Code ( or

as per std. Practice of G.W.S.S.B). Capacity of the ESR

shall be considered excluding free board.Minimum

dimensions specified for various components in tender

data /specifications should be provided fail.

(9) The Safe bearing capacity (SBC) /allowable pressure

on soil shall be referred from latest SBC test report or

tender datasheet. During execution If poor soil strata or

ground water table is encountered, the SBC shall have to

be re ascertained and the design should be revised

accordingly.no extra shall be paid for increase in quality.

(10) DI pipes and special shall be used it type is not

specified in tender

(11) The rate shall include cost of dewatering during

execution making all arrangement when water table meets

(12) The structure shall be designed properly for uplift due

to Ground water table specified in data or GWT

encountered during excavation.if GWT/uplift is mentioned

in tender and during excavation it does not meet 7.5% rate

shall be revise No extra payment shall be paid for

increse in quality.

(13) SS pipes railing shallbe provied over sump perifery

when sump height >=1.5 meter above ground level

(14.a) RCC Staircase/RCC steps should be provided from

GL to sump top slab based on the height oh the GSR

above /below the ground

(14.b) RCC stair case with SS railing to be provide inside

reservoir container BB masonary stair cabin with MS safety

door having locking arrangement to be provide for GSR

sump and HGLR of capacity more than 7.5 lakhs liter with

top slab .if dome is consturcted as top slab then provide

minimum opening of 900 mm x 2000 mm with curbing and

SS railing around.

(15) appearance of structure should be aesthetically good

looking acceptable to authority

(16) any change in size ,shape,depth,below GL ,height

above GL ,water depth,F.B ,Size of member etc can be

permitted in exceptional case due to site condition or

hydraulic design requirement by C.E .No extra shall be paid

(17)Any change in data ,dimentions,shapes,water

depth,reduction in size if permitted by compatent authority

end if is reduces quantity then payment shall be reduced

(18) when capicity of GSR/SUMP is >20 lakh liters two or

suitable compartment acceptable to excutive engineer shall

be designed and provided.

(19) Agency shall engage qualified (at least

graduate)consulting engineer for designing the structure

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

D:\2025\tender\PHS bhuj\dharampar\DHARAMPAR110 mm PVC Pipeline (1) (2) schedual -B

Qty. Unit Description of Item Estimate rate Per Amount

(20) 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 & of tender(contract) and prevail over other

provisions in tender.

as above without water table(sub soil water below

capacity of GSR /SUMP

50,000 litre capacity U/G sump for dharampar Village.

for GSR (U/G sump)with cover slab to be constructed at

site situated in seismic zone V,the above rates shall be

1.00 No increased by 2% 2,77,292.92 No

Providing and supplying in standard length ISI mark high

density Polyethylene H.D.P.E. Pipes suitable for potable

water as per IS specification no. 4984/1995 including all

local and central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance

to the dept. stores etc. comp.

600.00 RMT 110 mm dia HDPE 6 Kg/cm2 (PE-100) Pipes 245.00 RMT

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.

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

(1.1) 110 mm dia 6 KG PVC Pipes

Providing & Supplying P.V.C. Fittings suitable for P.V.C.

Pipes at store or at site of work incl. freight, loading,

unloading, stacking, insurance 'and all taxes etc. complete.

2.00 No ''P. V. C. Bend (Fabricated) 6.0 kg 110 mm 421.00 No

1.00 No ''P. V. C. Tee (Moulded) 110 X 110 mm 407.00 No

P. V. C. Tail Piece with P. V. C. Flange (ISI)

4.00 No ''Heavy duty (Moulded) 110 mm 320.00 No

Providing and supplying ISI mark CI D/F Reflux Valves as

per IS:5312 (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.

100 mm dia refluxe valve PN 1.0 with ISI mark

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

1.00 No 100 mm dia Slice valve PN 1.0 with ISI mark 3,563.00 No

D:\2025\tender\PHS bhuj\dharampar\DHARAMPAR110 mm PVC Pipeline (1) (2) schedual -B

Qty. Unit Description of Item Estimate rate Per Amount

Providing and supplying CI Air valves of approved make &

quality of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

store, stacking etc complete

50 mm dia double acting (DS2)

Excavation for pipe line trenches for water supply,

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

required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified. Upto 1.50 Mt

depth from avg GL

752.40 CUM 6.1) in all sorts of soil and soft murrum 89.00 CUM

1003.20 CUM 6.2) in Hard Murrum, bouders incl. macadam road 135.00 CUM

6.3) in Soft Rock and/or masonry in CM of LM or Lime

752.40 CUM concrete 163.00 CUM

Lowering, laying and jointing HDPE Pipes and specials of

following class and diameter (By butt fusion welding

method) including cost of conveyance from store to site of

works at all level including cost of labour, material, giving

satisfactory hydraulic testing etc complete.

110 mm dia HDPE Pipes

600.00 RMT 45.00 RMT

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes

and specials of following class and diameter including cost

of conveyance from stores to site of works including cost of

labour, material, cement solvent, giving satisfactory

hydraulic testing as per ISI code.

7.1) 110 mm dia 6Kg PVC Pipeline

Providing CC M:10 for encasing pipes using trap metal size

12 mm to 50 mm including form work curing consolidation

etc complete for various location on pipeline

… By using trap metal 40 mm size

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a

2444.25 CUM radius of 3 km. 22.00 CUM

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, including nut

bolts and giving satisfactory hydraulic testing, etc.

2.00 No 100 mm dia Reflux Valve 439.00 No

1.00 NO 100 MM dia Sluice valve 439.00 NO

8.00 NO 103) 50 mm dia Air valve 379.00 NO

D:\2025\tender\PHS bhuj\dharampar\DHARAMPAR110 mm PVC Pipeline (1) (2) schedual -B

Qty. Unit Description of Item Estimate rate Per Amount

Construction of valves chambers in brick or bela stone

masonry, locally available in C. M. 1:6. Foundation

concrete 150 mm thick in C. C. 1:4:8 of trap metal size

mm to 40 mm thick, inside cement plaster in C. M. 1:3 and

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

precast RCC slab 100 mm thick (with key hole in two parts,

each with handles or MS Bar etc. complete as given size)

Upto 1 Mt. depth from G. L. to pipe invert level incl.

complete civil works but excl. cost of excavation and

refilling, with single piece 10 cm with M.H cover with 23 mm

thick brick masonry wall in C.M.1:6

Size of Chamber 0.60 x 0.60 x 1.0 Mtr Deep

Erection of airvalve riser by installing new MS pipe of 6 mm

thick and 3.2 mt length with necessary fittings such as

flange of appropriate size, nut bolts and embeded the pipe

in RCC M:15 with offset of 10 cm around pipe with

necessary steel etc complete

8.00 NO 12.1) Dia of Airvalve 50 mm & MS pipes 3,112.00 NO

Excavation for foundation upto 1.5 m depth including

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead

1.98 cum 1.1) In loose of soft soil 122.94 cum

1.98 cum 1.2) In Hard Murrum 267.08 cum

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

Coarse sand : 6- Graded brick bat aggregate 40mm

normal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

1.63 cum 3095.25 cum

Uncoursed Rubble Masonry with hard stone of approved

quality in foundations and plinth in Cement Mortar 1:6 (1-

cement : 6-coarse sand including levelling up etc.

4.02 cum complete 2586.61 cum

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

2.46 cum disposited layer by ramming and watering. 136.92 cum

Precast concrete block masonry (including quoin blocks

jamb blocks closer etc.) with solid concrete blocks of

approved size made of cement concrete 1:3:6 mix (1-

Cement : 3 coarse sand: 6- graded stone aggregates of

mm and down grade) in foundation and plinth cement

0.24 cum 5.1) In foundation and plinth 3771.97 cum

5.46 cum 5.2) In superstructure 4053.69 cum

Providing and laying cement concrete flooring 1:2:4 (1-

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

nominal size) laid in one layer and finished with a floating

6.00 sqm coat of neat cement. (B) 50mm thick 339.08 sqm

D:\2025\tender\PHS bhuj\dharampar\DHARAMPAR110 mm PVC Pipeline (1) (2) schedual -B

Qty. Unit Description of Item Estimate rate Per Amount

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for interior

plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:4 (1-cement:4-sand)

64.15 sqm 161.2 sqm

Finishing wall with water proofing cement paint of on wall

surfaces (Two coats) to give an approved brand and

manufacture and of required shape even shade after

thoroughly brushing the surface to remove all dirt and

64.15 sqm remains of loose powered materials. 60.8 sqm

Providing and fixing at site of work MS Door, Window etc

with Rly freight, loading, unloading, carting & all taxes etc

comp as drected including paints 2 coats etc compl

Providing corrugated G.I. sheet of class-3 roofing fixed with

glavanished iron J or L Hooks, Bolts and nuts 8mm

diameter with bitumen and G.I. limpet washer or G.I. limpet

washer. filled with white lead complete excluding the cost

of purlins, Rafters and Trusses.(1) 0.80 mm thick sheet.

8.50 sqm 734.19 sqm

Signature of Contractor Deputy Executive Engineer

P.H.S.Sub-Dn.Bhuj - Kachchh.

D:\2025\tender\PHS bhuj\dharampar\DHARAMPAR110 mm PVC Pipeline (1) (2) schedual -B