“Daheli Village water Supply Scheme under Augmentation of Tap Connectivity In Rural Area Programme”

Schedule showing the approximate quantities to be executed in this contract only

Qnty unit Particulars of Item Per Amount

SCHEDULE-B1 :-Constructing RCC E.S.R of 3,00,000 liter Capacity and 12 Meter Height

Construction of RCC Elevated service Reservoir of capacity

3,00,000 ltrs and height 12 mts, using data of SBC 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

strata(including hard rock), casting 100mm thick PCC levelling

course in M-10, refilling the pit with proper soil and disposing of the

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

cement plaster in CM 1:2 with approved water proofing compound

to inside face of container. (5) All types of labour and material

charge of lowering, laying, erecting/hoisting and joining of pipe

assembly on inlet, Outletoverflow, washout and bypass

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

and fixing accssories (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 ventilators with stainless steel jali. (7) Scope of

work includes providing and fixing MS staircase ,RCC wok for

valve otta, (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

relevent IS code and painting name of scheme and capacity

on the tank as per direction of engineer in charge.

List of Indian Standards for design of ESR:

(1) IS 3370 part I to IV 1965 or latest revised

(2) IS 456-2000 or latest revised.

(3) IS 11682-1985 or latest revised.

(4) IS 1893-2002 part I to V or latest revised.

(5) IS 13920-1993 or lates revised.

(6) IS 875 part I to III 1987 or latest revised.

(7) IS 11089-1987 or latest revised.

General Specifications:

(1) 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 specification.

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

than 6 column internal horizontal bracing is obligatory. One

bracing shall be at foundation level incase of Individual

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

provided as per design criteria/specifications (or as per std

(5) Minimum dimensions specified for various components in

tender data/specificaions shall be provided without fail.

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

soil shall be reffered form SBC test report or tender data

sheet. IF poor soil strata is met with or ground water table is

met with, the SBC shall have to be reascertained scientifically

and the desing shall be revised.

(7) Maximum spacing between horizontal bracings shall be

5m (storey height).

Schedule showing the approximate quantities to be executed in this contract only

Qnty unit Particulars of Item Per Amount

(9) MS ladder shall be provided and fixed for access to roof .

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

staircase shall be provided inside the stagging with effective

tie beams in more that one direction.

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

type/electronic (as specified).

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

and valves requried for inlet, outlet, washout, overflow and by

pass arrangement. The scope of work includes constructing

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

and specials etc upto 5m length from face of staging (outer

(13) DI 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

execution. No extra shall be paid.

(16) Effective curing shall be carried out as per specification.

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

consulting engineer for designing the structure and he/she

shall visit the site for guidance o work at least 3 times.

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

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is performed

as per tender condition. Till then the work shall be treated as

Above conditions/general specifications Sr no 1 to 18 are part

and parcel of tender (contract)

Rupees Thirty Six Lakh

Constructing R.C.C E.S.R of 3,00,000 lit. Capacity and

Three Thousand One

1.00 No. 12 Meter Height (As Per Desgn and Drawing & SBC 3603157.93 No.

Hundred Fifty Seven &

Test Report Atteched)

Paise Ninety Three Only

Cost ofSCHEDULE-B-1

SCHEDULE-B2:- Rising Main P.V.C. Pipeline 6KG/CM2 Ext. GWSSB U/G Sump to Pro. Esr 250 mm Dia. -200 mtr.

Providing and supplying in standarard length ISI mark

rigid unplasticised PVC pipes suitable for potable water

with ringfit joints includingcost of couplers, as per IS

specification 4984/1988 including all local and central

taxes, transporation charges, loding, unloading

conveyance to the departmental stores and including

cost of jointing metrial 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 without

Rupees One Thousand

204.00 Rmt 1) 250 mm dia PVC Pipe 1035.00 Rmt

Thirty Five Only

Purchasing and supplying at site PVC specials as per

requirements incl. railways freight, loading, unloading,

carting sales tax insurances octroi etc. complete of

requred dia and size

Rupees Seven Thousand

3.00 Nos 250 mm dia.6 Kg/cm2PVC Bend 900 (Fabricated) 7366.00 Three Hundred Sixty Six Nos

Rupees One Thousand

3.00 Nos 250 mm dia. 6 Kg/cm 2 PVC Coupler 1240.00 Nos

Two Hundred Forty Only

Rupees One Thousand

2.00 Nos 250 mm dia Tail Piece with PVC Flange 1305.00 Nos

Three Hundred Five Only

Schedule showing the approximate quantities to be executed in this contract only

Qnty unit Particulars of Item Per Amount

Providing and supplying ISI mark C/D/F slucice valves,

butterfly valves and reflux valves of following class and

diameter including all taxes, insurance, transportation,

freight, loading unloding, conveyence to departmental

stores, stacking etc. etc. complate.

Rupees Fifthteen

2.00 250 mm dia Sluice valve PN-1 15920.00 Thousand Nine Hundred

Excavation for pipe line treches incl all safety

provisions using site rails and stacking excaveted stuff

up to a lead of 30 mt claring the site etc. complate for

lifts and strate as specified.

Rupees Ninety Three &

120.00 Cum in all sorts of soil and soft murrum 93.45 Cum

Paisa Forty Five Only

ITEM.NO.5 Lowering,

laying, and joinging PVC pipes and specials of

following class and diameter including cost of

conveyence from store to site of works including cost of

labour, material, except cement solvent,giving

satisfactory hydraulic testing as per ISI code.

Rupees Fifty Three &

200.00 Rmt 1) 250 mm dia PVC Pipe 53.55 Rmt

Paisa Fifty Five Only

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

refulx valves, buttenly valves, sulice valves and air

valves including cost of all labour, jointing material,

including nut bolts and givin satisfactory hydraulic

testing etc. complete

Rupees Nine Hundred

2.00 Nos 250 mm dia Sluice valve PN-1 993.30 Ninety Three & Paisa Nos

Construction of valves chambers in brick or bela stone

masonary,locally available in CM 1:6 Foundation

concrete 150mm thick in CC 1:4:8 of trap matal 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

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

partsm each with handels or MS bar etc. complete as

given size) upto mt depth from G.L. to pipe invert level

including complete civil works but excluding cost of

excavation and refilling with cast in situ RCC slab in

one single piece with fixing of CL-MH frame and cover

(excluding cost of CI-MH frame and cover ) with 23mm

thick brick masonary wall in C.M. 1:6 do with precast

slab in two part 15mm

Rupees Eight Thousand

2.00 Nos (A) Size 0.90 x 0.90 x 1.0 m 8124.90 One Hundred Twenty Four Nos

& Paise Ninety Only

Refiling pipeline trenches incl. ramming, watering, Rupees Twenty Three &

110.19 Cum 23.10 Cum

consolidating desposal of surplus stuff as directed Paisa Ten Only

withn a radious 3 km.

Cost ofSCHEDULE-B-2

SCHEDULE-B3:- Distribution P.V.C. Pipeline 6KG/CM2 63 mm Dia.-560 mtr with Jointing Existing Pipe line

Providing and supplying in standarard length ISI mark

rigid unplasticised PVC pipes suitable for potable water

with ringfit joints includingcost of couplers, as per IS

specification 4984/1988 including all local and central

taxes, transporation charges, loding, unloading

conveyance to the departmental stores and including

cost of jointing metrial 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 without

570.00 Rmt 1) 63 mm dia PVC Pipe 69.00 Rupees Sixty Nine Only Rmt

Schedule showing the approximate quantities to be executed in this contract only

Qnty unit Particulars of Item Per Amount

Purchasing and supplying at site PVC specials as per

requirements incl. railways freight, loading, unloading,

carting sales tax insurances octroi etc. complete of

requred dia and size

8.00 Nos 63 mm dia.6 kg/cm2 PVC Coupler (Fabricated) 31.00 Rupees Thirty One Only Nos

63 mm dia.6 kg/cm2 PVC Elbow (Moulded) Rupees Seventy Seven

10.00 Nos 77.00 Nos

63 mm dia.6 kg/cm2 PVC Reducer (Moulded) Rupees One Hundred Four

4.00 Nos 104.00 Nos

63 mm dia.6 kg/cm2 PVC Tee (Moulded) Rupees One Hundred

2.00 Nos 125.00 Nos

Twenty Five Only

63 mm dia.6 kg/cm2 PVC Tail Piece with PVC Rupees One Hundred Fifty

2.00 Nos Flange(ISI) (Heavy Duty) 158.00 Nos

Providing and supplying ISI mark C/D/F slucice valves,

butterfly valves and reflux valves of following class and

diameter including all taxes, insurance, transportation,

freight, loading unloding, conveyence to departmental

stores, stacking etc. etc. complate.

Rupees Two Thousand

3.00 Nos 65 mm dia Sluice valve PN-1 2366.00 Three Hundred Sixty Six Nos

Rupees Five Thousand

1.00 Nos 150 mm dia Sluice valve PN-1 5848.00 Four Hundred Forty Eight Nos

Excavation for pipe line treches incl all safety

provisions using site rails and stacking excaveted stuff

up to a lead of 30 mt claring the site etc. complate for

lifts and strate as specified.

Rupees Ninety Three &

336.00 Cum in all sorts of soil and soft murrum 93.45 Cum

Paisa Forty Five Only

ITEM.NO.5 Lowering, laying, and

joinging PVC pipes and specials of following class and

diameter including cost of conveyence from store to

site of works including cost of labour, material, except

cement solvent,giving satisfactory hydraulic testing as

Rupees Twelve & Paisa

560.00 Rmt 1) 63 mm dia PVC Pipe 12.60 Rmt

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

refulx valves, buttenly valves, sulice valves and air

valves including cost of all labour, jointing material,

including nut bolts and givin satisfactory hydraulic

testing etc. complete

65 mm dia Sluice valve PN-1 Rupees Four Hundred

3.00 Nos 412.65 Twelve & Paisa Sixty Five Nos

150 mm dia Sluice valve PN-1 Rupees Six Hundred

1.00 Nos 614.25 Fourteen & Paisa Twenty Nos

Construction of valves chambers in brick or bela stone

masonary,locally available in CM 1:6 Foundation

concrete 150mm thick in CC 1:4:8 of trap matal 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

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

partsm each with handels or MS bar etc. complete as

given size) upto mt depth from G.L. to pipe invert level

including complete civil works but excluding cost of

excavation and refilling with cast in situ RCC slab in

one single piece with fixing of CL-MH frame and cover

(excluding cost of CI-MH frame and cover ) with 23mm

thick brick masonary wall in C.M. 1:6 do with precast

slab in two part 15mm

Rupees Five Thousand Six

Hundred Forty Nine Only

Refiling pipeline trenches incl. ramming, watering, Rupees Twenty Three &

334.26 Cum consolidating desposal of surplus stuff as directed 23.10 Cum

withn a radious 3 km.

Cost ofSCHEDULE-B-3

SCHEDULE-B4:-I.E.C Programme

Schedule showing the approximate quantities to be executed in this contract only

Qnty unit Particulars of Item Per Amount

Transperent board painting

36.00 Sq.ft. 60.00 Rupees Sixty Only No.

Slogan painting

180.00 Sq.ft. 1.5 ft. X 6 ft.= 9 Sq.ft. 55.00 Rupees Fifty Five Only No.

Water Quilty Board

6.25 Sq.ft. 2.5 ft. X 2.5 ft.= 6.25 Sq.ft. 60.00 Rupees Sixty Only No.

Total of SCHEDULE-B-4 Rs.

Cost of Schedule B1 Rs.

Cost of Schedule B2 Rs.

Cost of Schedule B3 Rs.

Cost of Schedule B4 Rs.

GRAND TOTAL TENDER COST OF Rs.

GRAND TOTAL TENDER COST OF Rs.

All rates of Schedule B are inclusive of all taxes, insurance, labour overhead charges, contractor’s profit, royalties etc. Except GST

(GST Paid Seperatly)

Estimate amount put to Estimate amount Put to

Tender Rs. _______________ Tender Rs. _______________

Deduct Rs. __________ % below Add Rs. __________ % above

Signature of Contractor Village Level Water & Sanitation Committee

Date :- At. Post. Daheli Ta. Valia

Dist : - Bharuch