Deposit Work of MP Fund

Name of Work:- constructing RCC ESR of 0.30 Lacs Litres Capacity and 12m Height, Drilling 165mm dia X 75.00 Mtr Deep DTH Bore by DTH Rig and Providing of

Three Phase Sub Pump Set @ Aanjana (Chaudhari) Patel Samaj Sewa Mandal @ Karanpur Village (Deposit work under MP Fund) Ta:- Himmatnagar Dist.:-

Sabarkantha. (3rd Attempt).

Item No Item of Work Qty. Estimated Rates Unit Total amount according to

Item No Item of Work Qty. Estimated Rates Unit Total amount according to

estimated but In figures Rs. In words estimated quantities

may be more Ps.

PART : I : R.C.C ESR

1 Item No. - 1 Designing structurally (and aesthetically) complying

provisions of relevant Indian standards & constructing RCC

Elevated service Reservoir of the following capacity & height

,using data of S.B.C 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 & shaft as

appropriate(or as specified) &(3) Appropriate foundation

system.This includes excavation in all types of soil

strata(including hard rock ),casting100 mm thick P.C.C. levelling

course in M-10,Refilling the pit with proper soil & disposing of the

surplus stuff within a lead of 50 meters.(4)This will also include

cement plaster in CM 1:3 with approved water proofing

compound to inside face of container.(5) All types of labour &

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

pipe assembly of Inlet,Outlet overflow,washout & bye pass

arrangement as per hydraulic design are including.(6)Providing

and fixing accessories (specified) like MS / GI Ladder 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 ,B.B. Masonry

chambers for valves. ventilating shaft and ventilators as well as

door in shaft .

List of Indian Standards for design of ESR:

(1) IS.3370,Part-1-4,1965 or latest revised.

(2) I.S. 456-2000 or latest revised.

(3) IS 11682- 1985 or latest revised

(4)IS.1893-2000-1984 or latest revised.

(5) IS 13920-1993, or latest revised

(6) IS 875 part I-III,1987 or latest revised

(7) IS 11089- 1987 or latest revised

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) Incase of column-brace trestle type staging having more than

6 columns internal horizontal bracing is obligatory. One bracing

(4) be at foundation

Min.size/ thicknesslevel incasecomponents

of various of Individualshall

as per design criteria/specifications (or as per std.practice).

(5) Minimum dimensions specified for various components in

tender data /specifications shall be provided without fail.

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

shall be referred from SBC test report or tender datasheet. If poor

(7) strata is met with or

spacing ground horizontal

between water tablebracings

(storey height).

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

when spiral staircase is outside the staging.

(9) M.S. ladder 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

(10) For height RCC.

ESR-having spiral height

staging staircase or than

staircase shall be provided inside the staging with effective tie

beams in more than one direction.

SCHEDULE-B Final Karanpur 1 Schedule-B

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

type/electronicas 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

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

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

making all arrangement and any dewatering technic.

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

Ground water table specified in data or GWT met with during

Effective extra shall

carried out as per specifications.

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

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

75 % partofrate

at least 3 times.for Concrete, Reinforcement

and Plastering items of container until satisfactory hydraulic

testing conditions

Above for water tightness

/ generalisspecifications

performed asSr.

tender condition.

1 to 18 are part

and parcel of tender (contract)

Capacity of ESRs ( Shell type containers like cylindrical, conical,

intze, folded plates & its combination)

Vill. Karanpur Ta. Himatnagar E S R of 0.30 Lakh Lit Cap &

Upto staging height (L.S.L.) 12 m from G.L. & S.B.C.

Seven lakh fifteen thousand two hundred

Cost of 0.25 lakh litre capacity 1.00 715,245.40 No.

fourty five only

Add above 25000 upto 50000 litres 5000.00 20.17 Twenty rupees only Litre

PART : II :DTH Bore

Geo-Hydrological Ground water Investion (With Vehicle

Charges) for three phase DTH Bore ( at Village: Karanpur Fourteen thousand two hundred eighty six

(Nr.Arbuda Temple) Taluka Himatanagar as per your demand rupees only

Including water Sample Testing Charges

Drilling of 215 mm dia bore hole in over burden strata and

75.00 334.00 Three hundred thirty four rupees only Mts.

165mm dia bore in all type of streta

Providing & Lowering of 175mm dia UPVC Blank Pipe. 24.00 906.00 Nine hundred six rupees only Mts.

Providing & Fixing of bore plug suitable to 175mm dia UPVC pipe 1.00 655.00 Sis hundred fifty five rupees only No

Water Chemical Analysis Charges 1.00 600.00 Six hundred rupees only Job

PART : III :Three Phase Sub Mono Pump Set

Providing Three phase Sub Pump set of cat 2.2, 135LPM, 120 Twenty one thousand seven hundred seventy

Mts.Head., 7.5 HP. three repees only

Providing 50mm dia H.D.P.E. Pipe 100.00 84.00 Eighty four rupees only Mtr

Eight thousand three hundred eighty three

Control pannel Board of 7.5 H.P with all accessories. 1.00 8,383.00 set.

Providing 1 X 3 X 2.5 mm2.Cable 100.00 58.00 Fifty eight rupees only Mtr

(Part I+Part II+Part III) Gross Total

Deputy Executive Engineer Executive Engineer

P.H. Sani. Sub Division-Himatnagar P.H.Works Division-Himatnagar

SCHEDULE-B Final Karanpur 2 Schedule-B