Bid Documents for Design, Build and Operate Contract for Remaining Incomplete Work Of Faliya Connectivity of DDSA Package-5 (Part-1 and Part-2) Kanjeta Pipero RWSS including Operation and Maintenance For 24 Months For Existing Work and This Tender Scope Work Taluka : D Baria, Dhanpur DIST.: Dahod

1 The Contractor Submitting the tender shall be see that the rate in the schedule-A are filled by the Engineer In

Charge at the time of issue of the tender

2 The contractor while submitting the tender shall provide his own arrangement at his own cost for

loading,unloading and transporting with safety to the site of work.The item shown in Schedule-A

3 Binding wire of 15 gauge or thinner gauge required for placing the reinforcement in position will be provided at

4 All the materials required for the item and labour mentioned in schedule-B and materials not in Schedule-A

but available with the Department will be issued on request of the contractor ( for use in this contract only )at

prevalling market rate departmenta

5 All the surplus materials supplied by the department mentioned in schedule -A should be handed over by the

contractor at the Government store as directed by EIC failling which it will be recovered by the double rate.If it

is mentioned as free of cost (F.O.C.)

6 The materials mentioned in schedule-A shall have to be checked for their correctness and soundness by the

contractor before taking the delivery of materials from the Government store

7 Cement supplied by the contractor and use shall be of following companies.or any other approved brand by

(1) Narmada cement Co.Ltd.

(2) Gujarat Ambuja cement CO.Ltd.

(3) Saurastra cement CO.Chem.Ltd.

(4) Shree Digvijay Cement Co.Lted.

(5) Gujarat Sidhi cement Co.

(6) J.K Cement Co.

8 Steel used shall be secoundry rolling as may be approved by the GWSSB

9 Contractor shall have to buy and bring cement and steel from open market of ISI mark and board approved

brand produce the bill of purchase along with necessary test certificiate at the time of claiming running

Date and Signature of the Deputy Ex.Engineer Ex.Engineer

P.H. San. Sub Division, Limkheda P.H.Works Division,Dahod

GUJARAT WATER SUPPLY & SEWERAGE BOARD

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional

water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

DDSA 5 PART-1 & PART-2 FALIYA CONNECTIVITY

Sr.No. Name of Component PART-1 PART-2 Amount

Carrying out level Survey, Soil Investigation, Detailed Survey Work,

SCHEDULE B-1 Designing etc for Rising/Gravity Main Pipeline for Hamlet/ Faliya 10,445,919.35 16,080,399.72

Carrying out level Survey, Soil Investigation, Detailed Survey Work,

SCHEDULE B-2A Designing etc for Designing & Construction of RCC ESR/HGLR for 14,394,413.42 16,140,786.73

Carrying out level Survey, Soil Investigation, Detailed Survey Work,

SCHEDULE B-2B Designing etc for Designing & Construction of RCC GSR/SUMP for - 838,798.12

SCHEDULE B-3 Pumping Machinery 12,418,158.75 14,322,752.23

Total Amount of Schedule B 37,258,491.52 47,382,736.81

Total Amount of Schedule B 37,258,491.52 47,382,736.81

SCHEDULE-C Operation & Maintenance (For 24 Months) 1,081,500.00 1,346,976.00

Rebate on above tender (if any)…………%

Net Considering Rebate

Dy.Ex.Engineer Dy.Ex.Engineer

P.H.Mech.Sub Division P.H.Sani.Sub Division

Limkheda Limkheda

Executive Engineer Executive Engineer Superintending Engineer

P.H.Mech. Division P.H.Works Division P.H.Circle

Dahod Dahod Godhra

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

Carrying out level Survey, Soil Investigation, Detailed Survey Work, Designing etc for Rising/Gravity Main Pipeline for Hamlet/ Faliya Connectivity

Tender Qty Executed Qty Remaining And New Qty

ITEM. Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total Work 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 Without GST)

Providing and supplying at store or site of work incl. freight, loading, unloading,

stacking, insaurance & all taxes etc. complete

1.A) P. V. C. Bend 90 degree (Fabricated) 6.0 kg

2.B) P. V. C. Bend 90 degree (Moulded) Heavy

Providing and supplying C. I. 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 stores, stacking

etc. complete.& 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.

At Every 400 Mtr Interval (46920/300=157)

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.

(a) From 0 to 1.5 mt depth

(ii)In hard murrum,boulders includingmacadam rosd 10362.1 15848.35 26210.45 2136.80 1709.96 3846.76 8225.30 14826.49 23051.79 Cum 141.75

(iii)In soft rock and or masonary in CM or LM or Lime Concrete 7401.5 11320.25 18721.75 1078.18 572.34 1650.52 6323.32 11239.41 17562.73 Cum 171.15

ITEM. Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total Work AMOUNT.

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

Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl.

form work curing consolidation etc. complete for various location on pipe line using 276.44 420.31 696.74 0.00 0.00 0.00 276.44 420.31 696.74 M3 4319.49

trap metal 20 mm nominal size

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of

surplus stuff as directed within a radius of 3 km.

Erection of airvalve riser by installing new M.S pipe of 6mm thick and 3.2mt length with

necessary fittings such as flange of appropriate size,nut bolts and embeded the pipe in

R CC M;15 with offset of 10 cm around pipe with necessary steel etc complete

To carry out survey work Co-Ordination liasation for "Standing crop compensation"in

land for laying water supply pipeline along the alignment of Hirola Regional Water

Supply Scheme including shifting of center line marking it on village map and hissa to

be taken for Standing crop compensation and submission of drawing in 4 sets drawn

in the scale of 1 cm=25 mt.along with original tracing showing and marking their own

survey numbers with CD 4 nos. etc. and defining Standing crop compensation strip of

15.00 m. along the cross country in width on the map and showing revenue survey

number wise area and other details as per detailed specifications. For Job work for

legal formalities including getting copy of 7/12, 6-A,form of perticular land non judicial

Stamp paper, & all required activities with all documents.

For Job work for legal formalities including getting 7/12, 6-A, non judicial Stamp

paper, & all required activities with all documents.

Woltman Type Bulk Water Meter- Standard: Design, Supply, Installation, Testing,

Commissioning of Woltman type Bulk Water Meter, CI/ Brass/ Bronze body material,

totalizer made of copper can/ suitable anti corrosive metallic material, totaliser metalic

shall have 5 mm thick glass cover suitable against antifraud attempts, Flange End

process connection, IP 68 protection class, Woltman type Water Meter with

removable mechanism, magnetic drive, dry dial, and be fitted with a low mass rotor

which is parallel to the direction of water flow and exhibits dynamic thrust relief, water

meters complete with T Type strainer, ISO 4064 : 2005 with valid CE mark mentioning

notified body number along with MlD / OIML / ISO certification from a recognized

International laboratory

For Village Level Sump to Faliya /Habitation ESR/HGLR

Ball or stop Valves

Threaded ends, Metallic to metallic chrome coated wedge PVC seat rings

ITEM. Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total Work AMOUNT.

Providing & Supplying & Errection of 168.3 mm dia with 2 mtr length MS Header Pipe

line at suitable place as per design & directed by Engineer-in charge including M.S.

flange pipe,sluice valve, with 4 nos of branch/outlet 2x 65 mm,80mm ,&100 mm dia 30 30 60.00 0.00 0.00 0.00 30.00 30.00 60.00 Nos 21536.00

with .50 m length each of branch/ outlet and fixing of valves including errect MS

Header to outlet of ESR Pipe line etc. complete with satisfactory hydraulic testing.

Providing and supplying ISI mark G. I. pipes with Couplings of following class and

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

inspection charges, loading, unloading, conveyance to departmental stores, stacking

etc. complete. (IS -1239) (Not for well/tube well column pipe) & Lowering, laying and

jointing G. I. pipes with G. I. specials of following diameters in proper position, grade

and alignment as directed by Engineer-in-charge including conveyance from stores to

site of work, labour, giving hydraulic testing, etc. complete

Drilling of Horizontal borehole for watermain pipeline crossing under the railway / road

tracks in all strata with required length incl. fixing of M.S( or as specified by railway /

road authority) / RCC. casing pipe of suitable size and thickness. Rate includes the

cost of drilling of borehole, casing pipe and welding pushing etc. complete but

excluding cost of water main, valves and other items entire work should be as per as

per approved drawing and as per inst. of railway/ road authority for following dia of

borehole for MS pipe

Horizontal Drilling-250:& MS Casing Pipe-200 thick:5 20 20 40.00 0.00 0.00 0.00 20.00 20.00 40.00 Rmt 2255.4

Horizontal Drilling-200:& MS Casing Pipe-150 thick:5 220 350 570.00 0.00 0.00 0.00 220.00 350.00 570.00 Rmt 1585.5

Making job connection for old pipes in connecting the pipeline with existing main and

inserted of special incl. Cost of excavation cutting of pipes, dewatering testing refitting

etc. complete incl. All jointing materials etc. comp. (excl. cost of specials pipes and

fittings) job work in cement joint only.

Providing and supplying ISI mark C.I.D.F.sluice valve,butterfly

valves,refluxe valves of following class and diameter including all

taxes,insurence,transportation,freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental store

PN 1.6 with Hand wheel/ Cap Operated (PD Type Short Body)

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

Air Valves Including Cost of all Labour, Jointing Material Including Nut Bolts and

Giving Satisfactory Hydraulic testing etc.complete.

ITEM. Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total Work AMOUNT.

Construction of valve chamber in brick or bella stone masonry locally available in C.M

1:6 foundation concrete 150 mm thick in C.C. (1:4:8) of trap metal of size 25 mm to

mm thick inside cement plaster in C.M (1:3) and cement pointing outside in C.M. 1:3

and top cover of precast slab 100 mm thick. (With Key hole in two part, each with

handle of M.S. Bar etc. completed. As given size) Up to 1.00 mt. Depth from G.L. to

pipe invert level incl. complete civil works. But excl. cost of excavation and refilling.

with cast in situ RCC slab in one single piece with fixing of C.I.M.H. frame and cover

(excl. cost of CIMH frame and cover) with 23 cm thick brick masonary wall in C.M. 1:6.

Size of Chamber 0.90m x 0.90m & 1 mtr Deep (With Pre Cast Slab In Two Parts) 0 0 0.00 0.00 0.00 0.00 56.00 56.00 112.00 Nos 8124.9

Labour charges for repariing of leakage in PVC pipeline of Following diameter at

different places including necessary excavation manually or by mechanized excavation

removing of mud, cleaning of pipe and leakage portion cutting the the pipeline &

removing piece of pipe from trench with inclussive of mechanical deviced JCB,

Hydra/crain if necessary & labours required with providing material such Coupler,

Solution etc.comp.(incl. all material but Exclu.cost of pipe)

Executive Engineer Deputy Executive Engineer

P.H. Work Division P. H. San. Sub Division

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

Schedule B - 2A

Carrying out level Survey, Soil Investigation, Detailed Survey Work, Designing etc for Designing & Construction of RCC ESR/HGLR for Hamlets/Faliya

Tender Qty Executed Qty Remaining/New Qty

Proof Strengthenin

Item Description Unit Rate Checking g Amt Of In Amount

Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total

ITEM NO. 1 ::- As Per Board

Designing structurally (and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the following capacity and 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 and

shaft as appropriate (or as specified) and (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 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 & material charges of lowering laying erecting / hoisting & joining of pipe assembly of Inlet Outlet overflowwashout and bye pass arrangement as per hydraulic design are

including.(6) Providing and fixing 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 outlt 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 charge. 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 to II 2009 or Its latest

revision (1.1) IS 3370 part III & IV 1965 or Its latest revision (2) IS 456-2000 or ts latest revision (3) IS 11682- 1985 orts latest revision (4) IS 1893-2002 part I to V or ts latest revision (5) IS 13920-1993 or ts

latest revision (6) IS 875 part I to III1987 or lts latest revision (7) IS 11089- 1987 or ts 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 TMT bars shall be used as per detailed specification.

(3) Incase of column –brace trestle type staging having more than 6 columns internal horizontal bracing is obligatory. One bracing shall be at foundation level incase 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 shall be provided . (6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from SBC test

report or tender datasheet. If poor soil strata is met with or ground water table is met with the SBC shall have to be re ascertained scientifically and the design should be rivised 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 RCC spiral staircase or suitable RC C

staircase shall be constructed.Railling should be provided through out the staircase and around the top ning 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 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 RCC pillars

erecting laying fixing and joining pipes and specials etc up to 5m length from face of staging (outer most column)

(13) DIpipes & 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 payment shall be paid for the same.

(16) Effective curing shall be carried out up to require period as per specifications.

ESR of .15 Lac Litres 12 m Height (Pipariya) 1 0 1 Nos. 450607.50 4506.08 45060.75

On Design submission: 2.5% 1 0 1 1.00 0.00 1.00 0 0 0 Nos. 11265.19

On Completion of Satgging: 22.5% 1 0 1 0.00 0.00 0.00 1 0 1 Nos. 101386.69

On completion of floor:22.5% 1 0 1 0.00 0.00 0.00 1 0 1 Nos. 101386.69

On completion of walls:22.5% 1 0 1 0.00 0.00 0.00 1 0 1 Nos. 101386.69

ESR of .20 Lac Litres 12 m Height (Dungarpur (to), Zapatiya) 1 1 2 Nos. 600810.00 6008.10 60081.00

On Design submission: 2.5% 1 1 2 1.00 1.00 2.00 0 0 0 Nos. 15020.25

On Completion of Satgging: 22.5% 1 1 2 0.00 0.00 0.00 1 1 2 Nos. 135182.25

On completion of floor:22.5% 1 1 2 0.00 0.00 0.00 1 1 2 Nos. 135182.25

On completion of walls:22.5% 1 1 2 0.00 0.00 0.00 1 1 2 Nos. 135182.25

ESR of .25 Lac Litres 12 m Height (Andarpura, Nadatod) 1 1 2 1 Nos. 751007.67 7510.08 75100.77

On Design submission: 2.5% 1 1 2 1.00 1.00 2.00 0 0 0 Nos. 18775.19

On Completion of Satgging: 22.5% 1 1 2 0.00 1.00 1.00 1 0 1 Nos. 168976.73

On completion of floor:22.5% 1 1 2 0.00 1.00 1.00 1 0 1 Nos. 168976.73

On completion of walls:22.5% 1 1 2 0.00 1.00 1.00 1 0 1 Nos. 168976.73

ESR of .30 Lac Litres 12 m Height (Nansalai,Nadatod, Panam(New)) 1 1 2 1 Nos. 856900.17 8569.00 85690.02

On Design submission: 2.5% 1 1 2 1.00 1.00 2.00 0 1.00 1 Nos. 21422.50

Tender Qty Executed Qty Remaining/New Qty

Proof Strengthenin

Item Description Unit Rate Checking g Amt Of In Amount

No. On Completion of Satgging: 22.5% 1 1 2 0.00 1.00 1.00 1 1.00 2 Nos. 192802.54

On completion of floor:22.5% 1 1 2 0.00 1.00 1.00 1 1.00 2 Nos. 192802.54

ESR of .45 Lac Litres 12 m Height (Lakhan Gojiya) 1 0 1 1 Nos. 1174577.67 11745.78 117457.77

On Design submission: 2.5% 1 0 1 1.00 0.00 1.00 0.00 0 0 Nos. 29364.44

On Completion of Satgging: 22.5% 1 0 1 0.15 0.00 0.15 0.85 0 0.85 Nos. 264279.98

On completion of floor:22.5% 1 0 1 0.00 0.00 0.00 1.00 0 1 Nos. 264279.98

On completion of walls:22.5% 1 0 1 0.00 0.00 0.00 1.00 0 1 Nos. 264279.98

ESR of .50 Lac Litres 12 m Height (Dabhva) 1 0 1 1 Nos. 1280476.92 12804.77 128047.69

On Design submission: 2.5% 1 0 1 1.00 0.00 1.00 0 0 0 Nos. 32011.92

On Completion of Satgging: 22.5% 1 0 1 0.67 0.00 0.67 0.33 0 0.33 Nos. 288107.31

On completion of floor:22.5% 1 0 1 0.00 0.00 0.00 1 0 1 Nos. 288107.31

On completion of walls:22.5% 1 0 1 0.00 0.00 0.00 1 0 1 Nos. 288107.31

ESR of .65 Lac Litres 12 m Height (Modhva, Nagvav, Panam(New)) 1 1 2 Nos. 1459869.42 14598.69 145986.94

On Design submission: 2.5% 1 1 2 1.00 1.00 2.00 0 1.00 1 Nos. 36496.74

On Completion of Satgging: 22.5% 1 1 2 0.00 0.00 0.00 1 2.00 3 Nos. 328470.62

On completion of floor:22.5% 1 1 2 0.00 0.00 0.00 1 2.00 3 Nos. 328470.62

On completion of walls:22.5% 1 1 2 0.00 0.00 0.00 1 2.00 3 Nos. 328470.62

ESR of .75 Lac Litres 12 m Height (Simlaghasi) 0 1 1 1 Nos. 1579464.42 15794.64 157946.44

On Design submission: 2.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 39486.61

On Completion of Satgging: 22.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 355379.49

On completion of floor:22.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 355379.49

On completion of walls:22.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 355379.49

ESR of .80 Lac Litres 12 m Height (Tokarva(New)) 1 0 1

On Design submission: 2.5% 0 0 0 0.00 0.00 0.00 1.00 0 1 Nos. 40981.55

On Completion of Satgging: 22.5% 0 0 0 0.00 0.00 0.00 1.00 0 1 Nos. 368833.93

On completion of floor:22.5% 0 0 0 0.00 0.00 0.00 1.00 0 1 Nos. 368833.93

On completion of walls:22.5% 0 0 0 0.00 0.00 0.00 1.00 0 1 Nos. 368833.93

ESR of 1.45 Lac Litres 12 m Height (Fulpura) 0 1 1 1 Nos. 2285950.93 22859.51 228595.09

On Design submission: 2.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 57148.77

On Completion of Satgging: 22.5% 0 1 1 0.00 0.40 0.40 0 0.6 0.6 Nos. 514338.96

On completion of floor:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 514338.96

On completion of walls:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 514338.96

ESR of 1.85 Lac Litres (Ruparel) 0 1 1 1 Nos. 2647990.93 26479.91 264799.09

On Design submission: 2.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 66199.77

On Completion of Satgging: 22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 595797.96

On completion of floor:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 595797.96

Tender Qty Executed Qty Remaining/New Qty

Proof Strengthenin

Item Description Unit Rate Checking g Amt Of In Amount

No. On completion of walls:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 595797.96

ESR of 2.10 Lac Litres (Shadra) 0 1 1 1 Nos. 2867692.93 28676.93 286769.29

On Design submission: 2.5% 0 1 1 0.00 1.00 1.00 0 0 0 Nos. 71692.32

On Completion of Satgging: 22.5% 0 1 1 0.00 0.80 0.80 0 0.2 0.2 Nos. 645230.91

On completion of floor:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 645230.91

On completion of walls:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 Nos. 645230.91

HGLR of .10 Lac Litres 3 m Height (Taramkach, Bhindol) 1 1 2 1 No 306309.51 3063.10 30630.95

On Design submission: 2.5% 1 1 2 1.00 1.00 2.00 0 0 0 Nos. 7657.74

On Completion of Satgging: 22.5% 1 1 2 1.00 0.00 1.00 0 1 1 Nos. 68919.64

On completion of floor:22.5% 1 1 2 1.00 0.00 1.00 0 1 1 Nos. 68919.64

On completion of walls:22.5% 1 1 2 0.00 0.00 0.00 1 1 2 Nos. 68919.64

HGLR of .20 Lac Litres 3 m Height (Modhva, Lukhadiya(2 Nos.), Redhana,Bhindol(3 Nos.), Kanjeta(2 Nos.)) 3 6 9 1 3 No 415416.98 4154.17 41541.70

On Design submission: 2.5% 3 6 9 3.00 6.00 9.00 0 0 0 No 10385.42

On Completion of Satgging: 22.5% 3 6 9 1.00 2.00 3.00 2 4 6 No 93468.82

On completion of floor:22.5% 3 6 9 1.00 2.00 3.00 2 4 6 No 93468.82

On completion of walls:22.5% 3 6 9 1.00 1.00 2.00 2 5 7 No 93468.82

HGLR of .30 Lac Litres 3 m Height (Khokhbed, Taramkach, Lakhan Gojiya, Gadvel, Vadbhet) 4 1 5 3 1 No 487937.68 4879.38 48793.77

On Design submission: 2.5% 4 1 5 4.00 1.00 5.00 0 0 0 No 12198.44

On Completion of Satgging: 22.5% 4 1 5 2.00 1.00 3.00 2 0 2 No 109785.98

On completion of floor:22.5% 4 1 5 2.00 1.00 3.00 2 0 2 No 109785.98

On completion of walls:22.5% 4 1 5 2.00 1.00 3.00 2 0 2 No 109785.98

HGLR of .40 Lac Litres 3 m Height (Rampur, Modhva, Ghada, Chari, Limdi Mendri) 4 1 5 3 1 No 517415.08 5174.15 51741.51

On Design submission: 2.5% 4 1 5 4.00 1.00 5.00 0 0 0 No 12935.38

On Completion of Satgging: 22.5% 4 1 5 1.50 1.00 2.50 2.5 0 2.5 No 116418.39

On completion of floor:22.5% 4 1 5 1.00 1.00 2.00 3 0 3 No 116418.39

HGLR of .50 Lac Litres 3 m Height (Kothariya, Ghada, Kundavada, Limdi Mendri) 3 1 4 1 1 No 581570.19 5815.70 58157.02

On Design submission: 2.5% 3 1 4 3.00 1.00 4.00 0 0 0 No 14539.25

On Completion of Satgging: 22.5% 3 1 4 1.00 1.00 2.00 2 0 2 No 130853.29

On completion of floor:22.5% 3 1 4 1.00 1.00 2.00 2 0 2 No 130853.29

On completion of walls:22.5% 3 1 4 0.00 1.00 1.00 3 0 3 No 130853.29

HGLR of .60 Lac Litres 3 m Height (Rampur, Ved, Redhana) 2 1 3 1 1 No 700060.92 7000.61 70006.09

On Design submission: 2.5% 2 1 3 2.00 1.00 3.00 0 0 0 No 17501.52

On Completion of Satgging: 22.5% 2 1 3 1.00 1.00 2.00 1 0 1 No 157513.71

On completion of floor:22.5% 2 1 3 1.00 1.00 2.00 1 0 1 No 157513.71

Tender Qty Executed Qty Remaining/New Qty

Proof Strengthenin

Item Description Unit Rate Checking g Amt Of In Amount

No. On completion of walls:22.5% 2 1 3 1.00 1.00 2.00 1 0 1 No 157513.71

Tender Qty Executed Qty Remaining/New Qty

Proof Strengthenin

Item Description Unit Rate Checking g Amt Of In Amount

No. HGLR of .70 Lac Litres 3 m Height (Khokhra) 1 0 1 1 No 719872.18 7198.72 71987.22

On Design submission: 2.5% 1 0 1 1.00 0.00 1.00 0 0 0 No 17996.80

On Completion of Satgging: 22.5% 1 0 1 1.00 0.00 1.00 0 0 0 No 161971.24

On completion of floor:22.5% 1 0 1 1.00 0.00 1.00 0 0 0 No 161971.24

On completion of walls:22.5% 1 0 1 0.00 0.00 0.00 1 0 1 No 161971.24

HGLR of .80 Lac Litres 3 m Height (Sevaniya) 0 1 1 No 829923.77 8299.24 82992.38

On Design submission: 2.5% 0 1 1 0.00 1.00 1.00 0 0 0 No 20748.09

On Completion of Satgging: 22.5% 0 1 1 0.00 0.00 0.00 0 1 1 No 186732.85

On completion of floor:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 No 186732.85

On completion of walls:22.5% 0 1 1 0.00 0.00 0.00 0 1 1 No 186732.85

Executive Engineer Deputy Executive Engineer

P.H. Work Division P. H. San. Sub Division

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional water supply scheme Part-1 & Part-2

Structure Execution Details

Tender & New Qty DDSA PKG-5 PART-1 DDSA PKG-5 PART-2

Sr No Structure Details

Part-1 Part-2 Total Executed Qty Executed Qty

1 ESR of .15 Lac Litres 12 m Height (Pipariya) 1 0 1 Pipariya Total Total

On Design submission: 2.5% 1 0 1 1 1

On Design Approval: 2.5% 1 0 1 1 1

On Excavation: 7.5% 1 0 1 0 0

On Completion of Satgging: 22.5% 1 0 1 0 0

On completion of floor:22.5% 1 0 1 0 0

On completion of walls:22.5% 1 0 1 0 0

On complete:20.00% 1 0 1 0 0

2 ESR of .20 Lac Litres 12 m Height (Dungarpur (to), Zapatiya) 1 1 2 Total Zapatiya Total

On Design submission: 2.5% 1 1 2 1 1 1

On Design Approval: 2.5% 1 1 2 1 1 1

On Excavation: 7.5% 1 1 2 0.2 0.2 0

On Completion of Satgging: 22.5% 1 1 2 0 0 0

On completion of floor:22.5% 1 1 2 0 0 0

On completion of walls:22.5% 1 1 2 0 0 0

On complete:20.00% 1 1 2 0 0 0

ESR of .25 Lac Litres 12 m Height (Andarpura, Nadatod) 1 1 2 Andarpura Total Nadatod Total

On Design submission: 2.5% 1 1 2 1 1 1

On Design Approval: 2.5% 1 1 2 1 1 1

On Excavation: 7.5% 1 1 2 0.2 0.2 1

On Completion of Satgging: 22.5% 1 1 2 0 0 1

On completion of floor:22.5% 1 1 2 0 0 1

On completion of walls:22.5% 1 1 2 0 0 1

On complete:20.00% 1 1 2 0 0 0

ESR of .30 Lac Litres 12 m Height (Nansalai,Nadatod,

1 2 3 Nansalai Total Nadatod Total

On Design submission: 2.5% 1 2 3 1 1 1

On Design Approval: 2.5% 1 2 3 1 1 1

On Excavation: 7.5% 1 2 3 0.2 0.2 1

On Completion of Satgging: 22.5% 1 2 3 0 0 1

On completion of floor:22.5% 1 2 3 0 0 1

On completion of walls:22.5% 1 2 3 0 0 0.72

On complete:20.00% 1 2 3 0 0 0

ESR of .45 Lac Litres 12 m Height (Lakhan Gojiya) 1 0 1 Total Total

On Design submission: 2.5% 1 0 1 1 1

On Design Approval: 2.5% 1 0 1 1 1

On Excavation: 7.5% 1 0 1 1 1

On Completion of Satgging: 22.5% 1 0 1 0.15 0.15

On completion of floor:22.5% 1 0 1 0 0

On completion of walls:22.5% 1 0 1 0 0

On complete:20.00% 1 0 1 0 0

ESR of .50 Lac Litres 12 m Height (Dabhva) 1 0 1 Dabhva Total Total

On Design submission: 2.5% 1 0 1 1 1

Tender & New Qty DDSA PKG-5 PART-1 DDSA PKG-5 PART-2

Sr No Structure Details

Part-1 Part-2 Total Executed Qty Executed Qty

On Design Approval: 2.5% 1 0 1 1 1

On Excavation: 7.5% 1 0 1 1 1

On Completion of Satgging: 22.5% 1 0 1 0.67 0.67

On completion of floor:22.5% 1 0 1 0 0

On completion of walls:22.5% 1 0 1 0 0

On complete:20.00% 1 0 1 0 0

ESR of .65 Lac Litres 12 m Height (Modhva, Nagvav,

1 2 3 Modhva Total Nagvav Total

On Design submission: 2.5% 1 2 3 1 1 1

On Design Approval: 2.5% 1 2 3 1 1 1

On Excavation: 7.5% 1 2 3 0.2 0.2 0

On Completion of Satgging: 22.5% 1 2 3 0 0 0

On completion of floor:22.5% 1 2 3 0 0 0

On completion of walls:22.5% 1 2 3 0 0 0

On complete:20.00% 1 2 3 0 0 0

ESR of .75 Lac Litres 12 m Height (Simlaghasi) 0 1 1 Total Simlaghasi Total

On Design submission: 2.5% 0 1 1 1

On Design Approval: 2.5% 0 1 1 1

On Excavation: 7.5% 0 1 1 1

On Completion of Satgging: 22.5% 0 1 1 1

On completion of floor:22.5% 0 1 1 1

On completion of walls:22.5% 0 1 1 1

On complete:20.00% 0 1 1 0

ESR of .80 Lac Litres 12 m Height (Tokarva(New)) 1 0 1 Total Total

On Design submission: 2.5% 1 0

On Design Approval: 2.5% 1 0

On Excavation: 7.5% 1 0

On Completion of Satgging: 22.5% 1 0

On completion of floor:22.5% 1 0

On completion of walls:22.5% 1 0

On complete:20.00% 1 0

ESR of 1.45 Lac Litres 12 m Height (Fulpura) 0 1 1 Total Fulpura Total

On Design submission: 2.5% 0 1 1 1

On Design Approval: 2.5% 0 1 1 1

On Excavation: 7.5% 0 1 1 1

On Completion of Satgging: 22.5% 0 1 1 0.4

On completion of floor:22.5% 0 1 1 0

On completion of walls:22.5% 0 1 1 0

On complete:20.00% 0 1 1 0

ESR of 1.85 Lac Litres (Ruparel) 0 1 1 Total Ruparel Total

On Design submission: 2.5% 0 1 1 1

On Design Approval: 2.5% 0 1 1 1

On Excavation: 7.5% 0 1 1 1

On Completion of Satgging: 22.5% 0 1 1 0

On completion of floor:22.5% 0 1 1 0

On completion of walls:22.5% 0 1 1 0

On complete:20.00% 0 1 1 0

Tender & New Qty DDSA PKG-5 PART-1 DDSA PKG-5 PART-2

Sr No Structure Details

Part-1 Part-2 Total Executed Qty Executed Qty

ESR of 2.10 Lac Litres (Shadra) 0 1 1 Total Shadra Total

On Design submission: 2.5% 0 1 1 1

On Design Approval: 2.5% 0 1 1 1

On Excavation: 7.5% 0 1 1 1

On Completion of Satgging: 22.5% 0 1 1 0.8

On completion of floor:22.5% 0 1 1 0

On completion of walls:22.5% 0 1 1 0

On complete:20.00% 0 1 1 0

HGLR of .10 Lac Litres 3 m Height (Taramkach, Bhindol) 1 1 2 Taramkach Total Bhindol-1 Total

On Design submission: 2.5% 1 1 2 1 1 1

On Design Approval: 2.5% 1 1 2 1 1 1

On Excavation: 7.5% 1 1 2 1 1

On Completion of Satgging: 22.5% 1 1 2 1 1

On completion of floor:22.5% 1 1 2 1 1

On completion of walls:22.5% 1 1 2 0 0

On complete:20.00% 1 1 2 0 0

HGLR of .20 Lac Litres 3 m Height (Modhva, Lukhadiya(2 Lukhadiy

3 6 9 Modhva Lukhadiya-2 Total Redhana Bhindol-2 Bhindol-3 Bhindol-4 Kanjeta-1 Kanjeta-2 Total

Nos.), Redhana,Bhindol(3 Nos.), Kanjeta(2 Nos.)) a-1

On Design submission: 2.5% 3 6 9 1 1 1 3 1 1 1 1 1 1

On Design Approval: 2.5% 3 6 9 1 1 1 3 1 1 1 1 1 1

On Completion of Satgging: 22.5% 3 6 9 1 1 1 1 0 0 0 0

On completion of floor:22.5% 3 6 9 1 1 1 1 0 0 0 0

On completion of walls:22.5% 3 6 9 1 1 1 0 0 0 0 0

HGLR of .30 Lac Litres 3 m Height (Khokhbed, Taramkach, Taramka Lakhana

4 1 5 Khokhbed Gadvel Total Vadbhet Total

Lakhan Gojiya, Gadvel, Vadbhet) ch Gojiya

On Design submission: 2.5% 4 1 5 1 1 1 1 4 1

On Design Approval: 2.5% 4 1 5 1 1 1 1 4 1

On Completion of Satgging: 22.5% 4 1 5 0 1 1 2 1

On completion of floor:22.5% 4 1 5 0 1 1 2 1

On completion of walls:22.5% 4 1 5 0 1 1 2 1

On complete:20.00% 4 1 5 0 0 0

HGLR of .40 Lac Litres 3 m Height (Rampur, Modhva, Limdi

4 1 5 Rampur Modhva Ghada Chari Total Total

Ghada, Chari, Limdi Mendri) Mendri

On Design submission: 2.5% 4 1 5 1 1 1 1 4 1

On Design Approval: 2.5% 4 1 5 1 1 1 1 4 1

On Excavation: 7.5% 4 1 5 1 1 0.6 2.6 1

On Completion of Satgging: 22.5% 4 1 5 0.5 1 1.5 1

On completion of floor:22.5% 4 1 5 1 1 1

On completion of walls:22.5% 4 1 5 1 1 0.38

On complete:20.00% 4 1 5 0 0 0

Tender & New Qty DDSA PKG-5 PART-1 DDSA PKG-5 PART-2

Sr No Structure Details

Part-1 Part-2 Total Executed Qty Executed Qty

HGLR of .50 Lac Litres 3 m Height (Kothariya, Ghada, Limdi

3 1 4 Kothariya Ghada Kundavada Total Total

Kundavada, Limdi Mendri) Mendri

On Design submission: 2.5% 3 1 4 1 1 1 3 1

On Design Approval: 2.5% 3 1 4 1 1 1 3 1

On Excavation: 7.5% 3 1 4 1 1 1

On Completion of Satgging: 22.5% 3 1 4 1 1 1

On completion of floor:22.5% 3 1 4 1 1 1

On completion of walls:22.5% 3 1 4 0 1

On complete:20.00% 3 1 4 0 0

HGLR of .60 Lac Litres 3 m Height (Rampur, Ved, Redhana) 2 1 3 Rampur Ved Total Redhana Total

On Design submission: 2.5% 2 1 3 1 1 2 1

On Design Approval: 2.5% 2 1 3 1 1 2 1

On Excavation: 7.5% 2 1 3 1 1 1

On Completion of Satgging: 22.5% 2 1 3 1 1 1

On completion of floor:22.5% 2 1 3 1 1 1

On completion of walls:22.5% 2 1 3 1 1 1

On complete:20.00% 2 1 3 0 0 0

HGLR of .70 Lac Litres 3 m Height (Khokhra) 1 0 1 Khokhra Total Total

On Design submission: 2.5% 1 0 1 1 1

On Design Approval: 2.5% 1 0 1 1 1

On Excavation: 7.5% 1 0 1 1 1

On Completion of Satgging: 22.5% 1 0 1 1 1

On completion of floor:22.5% 1 0 1 1 1

On completion of walls:22.5% 1 0 1 0 0

On complete:20.00% 1 0 1 0 0

HGLR of .80 Lac Litres 3 m Height (Sevaniya) 0 1 1 Total Sevaniya Total

On Design submission: 2.5% 0 1 1 0 1

On Design Approval: 2.5% 0 1 1 0 1

On Excavation: 7.5% 0 1 1 0 0

On Completion of Satgging: 22.5% 0 1 1 0 0

On completion of floor:22.5% 0 1 1 0 0

On completion of walls:22.5% 0 1 1 0 0

On complete:20.00% 0 1 1 0 0

Executive Engineer

P.H. Work Division

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

Schedule - B-2B

Carrying out level Survey, Soil Investigation, Detailed Survey Work, Designing etc for Designing & Construction of RCC GSR/SUMP for Hamlets/Faliya

10% Strengthening

Tender Qty Executed Qty Remaining Qty Amt Of In Complete

ITEM. PER RATE AMOUNT.

As Per Board TPC

Part-1 Part-2 Total Part-1 Part-2 Total Part-1 Part-2 Total Resolution No/288/6- Lump Sum

1 ITEM NO. 1 ::-

Preparing structural 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. levelling course in M-15, Refilling 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 bottom etc. all). Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet

overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail. RCC chambers

Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. 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 GSR / SUMP:-

The structural design of GSR shall be in accordance with provisions relevant I.S 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) I.S. 456 – 2000 or Its latest revision.

(3) I.S. 1893 – 2000 – 1984 or Its latest revision.

(4) I.S. 875, Part – 1 to 3, 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 / acceptable to field engineer in accordance with hydraulic requirement (2) Shape of schoanltl abine eard (oinp tpeladn f)o rs pceacpiaficeidty .by in data shall be adopted in absence 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 on soil due near by structure and proposed sump should be considered. (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 minimum concrete grade for RCC shall be M-30. (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design.

CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size

(or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provide

(9)The Safe bearing Capacity (SBC) shall be referred from SBC test report. in absence of report it shall be reffered from data sheet. If poor soil is found/ water table is met with during excavation SBC shall be scientifically ascertained and design shall

be revise. No Extra shall be paid for increase in quantity. (10) DI pipes and special shall only be used if type is not specified in tender.(11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets

within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. If GWT / Uplift is mentioned in tender and during excavation it dose

not meet 7.5% rate shall be reduced. (13) SS pipes railing shall be provided over sump perifery when sump height is ≥ 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 of

the GSR above/below the ground. (14.b) RCC Staircase with SS railing to be provided inside reservoir container. BB Masonry staircabin to be provided to cover the same with MS safety door having locking arrangement. (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 for change. (17) Any change in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate.(18) When

capacity of GSR / Sump is > 20 lakh litres two or suitable compartments acceptable to executive 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. (20) 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 the work

shall be treated as incomplete.Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of tender (contact) and prevail over other provisions in tender.

1.1 GSR of .30 Lac Litres (Zapatiya) 0 1 1 1 No 171360.00 1028.16 17136.00

On approval of designs 0 1 1 0 1 1 0 0 0 No 3427.20 -

On completion of excavation and base slab 0 1 1 0 0 0 0 1 1 No 30844.80

On completion of vertical wall and braces 0 1 1 0 0 0 0 1 1 No 34272.00

Full supporting structure including column, ring beam and completion of top slab / dome 0 1 1 0 0 0 0 1 1 No 25704.00

Plastering inside & outside with epoxy etc. Complete 0 1 1 0 0 0 0 1 1 No 17136.00

Procurement and fixing of inlet, outlet, washout,overflow pipes, valves, specials, chambers, lighting arrester conductor and specials at site 0 1 1 0 0 0 0 1 1 No 25704.00

Water level indictor, painting of letters, M.S ladder, pipes, railing and all miscellaneous items such as exterior whether proof emulsion paint in three coats etc

(Completed with all respect) including water tightness test

On hydraulic testing 0 1 1 0 0 0 0 1 1 17136.00

1.2 GSR of .35 Lac Litres (Nadatod) 0 1 1 1 No 199920.00 1199.52 19992.00

On approval of designs 0 1 1 0 1 1 0 0 0 No 3998.40 -

On completion of excavation and base slab 0 1 1 0 0 0 0 1 1 No 35985.60

On completion of vertical wall and braces 0 1 1 0 0 0 0 1 1 No 39984.00

Full supporting structure including column, ring beam and completion of top slab / dome 0 1 1 0 0 0 0 1 1 No 29988.00

Plastering inside & outside with epoxy etc. Complete 0 1 1 0 0 0 0 1 1 No 19992.00

Procurement and fixing of inlet, outlet, washout,overflow pipes, valves, specials, chambers, lighting arrester conductor and specials at site 0 1 1 0 0 0 0 1 1 No 29988.00

Water level indictor, painting of letters, M.S ladder, pipes, railing and all miscellaneous items such as exterior whether proof emulsion paint in three coats etc

(Completed with all respect) including water tightness test

On hydraulic testing 0 1 1 0 0 0 0 1 1 19992.00

1.3 GSR of 1.25 Lac Litres (Panchiyashal) 0 1 1 1 No 479428.04 2876.57 47942.80

On approval of designs 0 1 1 0 1 1 0 0 0 No 9588.56 -

On completion of excavation and base slab 0 1 1 0 0 0 0 1 1 No 86297.05

On completion of vertical wall and braces 0 1 1 0 0 0 0 1 1 No 95885.61

Full supporting structure including column, ring beam and completion of top slab / dome 0 1 1 0 0 0 0 1 1 No 71914.21

Plastering inside & outside with epoxy etc. Complete 0 1 1 0 0 0 0 1 1 No 47942.80

Procurement and fixing of inlet, outlet, washout,overflow pipes, valves, specials, chambers, lighting arrester conductor and specials at site 0 1 1 0 0 0 0 1 1 No 71914.21

Water level indictor, painting of letters, M.S ladder, pipes, railing and all miscellaneous items such as exterior whether proof emulsion paint in three coats etc

(Completed with all respect) including water tightness test

On hydraulic testing 0 1 1 0 0 0 0 1 1 47942.80

Deputy Executive Engineer

P. H. San. Sub Division

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

Pumping Machinery

Sr. Tender Execute g&

Description Rate unit Amount

No. Qty d Qty Revised

Supply, installation, testing & commissioning of electro-mechanical equipment of (1) Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C. Supply & 2900 RPM, following IS

14220 ,MOC : Casing: CI-FG260, Impeller : Bronze & Shaft : SS:41,

(2) 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. and

(3)Auto transformer starter suitable for local & remote pump control application consisting of Auto Transformer

(4) Providing and supplying ISI mark Heavy Duty G.I. pipes with Couplings of following Class and diameter including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.

(5) Butter Fly Valve : Providing and supplying ISI mark CI D/F Butterfly Valves as per IS:13095 (Latest Edition) of following class anddiameter including all taxes, insurance,

transportation, freight charges, octroi, nspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete and giving satisfactory hydraulic

testing etc. complete.

(6) Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (Latest Edition) of following class and diameterincluding all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading,conveyance to departmental stores, stacking etc. complete

(7) Supply, Installation, testing & commissioning of flange ends Expansion Bellow as per EJMA standards of overall length of minimum 300 mm, designed for 15 mm axial

compression and 5 mm axial extension with tie rods etc. of following MOC & pressure ratings. MOC: Bellows: SA 240 Gr. 304; Internal Sleeve: SA 240 Gr. 304; Weldends: IS

2062 Gr. B; Flanges: IS 2062 Gr. B (Drilling as per IS 1538 /IS 6392 ) & Limit Rods & Nuts: CS - IS

(8) MS Specials - Manufacturing, Supply, Delivery, Lowering & Laying of M.S. Specials from MS plate of 5.6 mm thick confirming to relevent IS including all taxes, duties,

1 insurance, transformation, freight, octoroi, inspection, loading, unloading,convey to site,stacking etc. compete.

(9) Design, supply, installation, testing and commissioning of Bourdon type pressure gauge ± 1 accuracy, direct bottom 1/2", NPT (M) Process connection, IP 67, Glycerine

filled, SS 304 case with Bayonet type Bezel, SS 316 L Bourdan tube, SS 316 movement material, Aluminium dial with black graduations on white background, Micro Zero

adjustable pointer, neoprene gasket, blow out disc, shatter proof glass, SS tag plate etc as per IS 3624, as per requirement

(10) PVC insulated Flat submersible cable as per detailed technical specifications of R/C of GWSSB conforming to IS 694, IEC 60227/60228. Supply, laying, testing &

commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty

cable conforming to IS: 7098 (Part-1) & IEC: 60502 (Part-1) of following sizes:

(11) Providing following type of Modular type accessories mounted with PVC/ metallic/Wooden box, single mounting base frame covered with textured/ metallic/White front

plate, modules erected with necessary connection as desired by Engineer In charge : 6A/ 10A/ 16A/ 20A/ 25A/ 32A double pole modular MCB switch, Cat.III for illumination

(12) Supplying rubber matting of following thickness as per IS:15652/IEC

(13) Providing & erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for

operation on 3 phase and neutral 415 V, 50 Hz. having characteristics of quick action & tripping with all advance feature & do not incorporate any electronic component for

following Max. rating erected as directed.

(14) Supply,Installation,Testing and Commissioning of Main wiring, Internal Wiring Etc.

(15) Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick

sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name

(16) Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than

130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate

for DDSA FC Pakg -5, Part-1 558 0 559.5 22195.1005 KW

for DDSA FC Pakg -5, Part-2 448 0 545.326 26264.5688 KW

Executive Engineer Deputy Executive Engineer

P. H. Mech. Division P. H. Mech. Sub Division

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero Regional water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

SCHEDULE C - Operation & Maintenance for 2 years (Civil & Electromechanical )

Executed Remaining

m Description of work Tender Qty

Unit Rate Amount

Distribution of water from village level sump to existing storages / Mini pipe / newly constructed cistern - ESR / HGLR by operation

and maintenance of pumping machineries installed at sump including maintenance of all the components of the project including

existing pipeline & storage / newly constructed cistern - ESR / HGLR , SITC of pumping machinery and its manifold system as

directed , rising main pipe line , gravity pipeline of various sizes and class to feed water to included faliyas of all beneficial village and

other population and existing mini water supply scheme of all beneficial village population of DDSA Package-5 Kanjeta Pipero

Regional Water Supply Scheme, for the period of 24 months; including supply of skilled manpower as operator cum lineman cum

valve man at each of villages, materials , tools & plants articles , vehicles etc. including o & M charges for all type of valves with

valve chamber. The job includes operation of pump and its repairing , maintenance of pipeline with repairing of CID joint and other

ancillary component includes convey drinking water in such a way to supply net water at 100 LPCD for all the faliyas of villages duly

chlorinated with 0.20 PPM available residual chlorine at tail end service point. It also includes chlorination of water if required with

1.1 material supply , cleaning of sump, existing storage / ESR , newly constructed storage / HGLR periodically etc. and also maintaining

all components in original position with repairing to structure.

The scope also includes operation and maintenance of Pipeline, Pumping Machineries @ sump / HGLR Machineries without

interruption of drinking water problems to people of included faliyas of all beneficial village population of DDSA Package-5 Kanjeta

Pipero Regional Water supply scheme. the scope also includes the effective operation and maintenance by carrying out terms and

conditions of preventive measures indicated in respective volume of this tender.

The scope of work also include dismantling / reinstallation of all new and old machinery including all kind of repairing and

maintenance , all type of record keeping , water meter installation / repairing, reading and data collection & also record keeping and

any instruction for o & M as directed by department. For Two Years (Civil and Electromechanical)

Note: Agency must not quote rates less than rates quoted in BOQ, i.e. the amount should not be less than Rs. 24,28,476.00 For

for DDSA FC Pakg -5, Part-1 (Civil) 12 0 12 Months 17432.00

for DDSA FC Pakg -5, Part-2 (Civil) 12 0 12 Months 24256.00

for DDSA FC Pakg -5, Part-1 (Mech) 12 0 12 Months 1759.00

for DDSA FC Pakg -5, Part-2 (Mech) 12 0 12 Months 2029.00

for DDSA FC Pakg -5, Part-1 (Civil) 12 0 12 Months 17432.00

for DDSA FC Pakg -5, Part-2 (Civil) 12 0 12 Months 24256.00

for DDSA FC Pakg -5, Part-1 (Mech) 12 0 12 Months 53502.00

for DDSA FC Pakg -5, Part-2 (Mech) 12 0 12 Months 61707.00

Total of Schedule-C

Deputy Exe. Engineer Deputy Executive Engineer

P. H. Mech.Sub.Division P. H. San. Sub Division

Limkheda Limkheda

Executive Engineer Executive Engineer

P. H. Mech. Division P.H. Work Division

Remaining/Incomplete Work Estimate Of Faliya Connectivity of DDSA Package 5 Kanjeta - Pipero

Regional water supply scheme Part-1 & Part-2

TALUKA- Dhanpur/D'Baria DIST-DAHOD

Rate Analysis of MS Header Pipe 168.3 mm main pipe with 4 outlet 2x65mm,1x80mm& 1x100 ABSTARCT

QTY. UNIT ITEM RATE PER AMOUNT

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to

400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled

ends plate or coil conforming to IS-3589-2001 or its latest revision/

ammendment for following thickness outside diameter at GWSSB store or

site anywhere in Gujarat State including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading conveyance

to Departmental stores, stacking etc. all complete. (Rate for MS Pipe based

on the ex. works price of HR Coil as Rs.58500 per MT- Without GST (Above

3.15 mm to 10 mm) & Rs. 59000.00 per MT without GST (Above 10 mm) as

on Jan-2023.( WPI Index of H. R Coil of Dec-22 is 144)

2.00 Rmt 168.30 mm dia 4 mm thick 1145 Rmt

Providing and supplying ISI mark G. I. pipes with Couplings of

following class and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc.

complete. (IS -1239) (Not for well/tube well column pipe)

1 Rmt 65 mm 429 Rmt

0.5 Rmt 80 mm 502 Rmt

0.5 Rmt 100 mm 701 Rmt

M. S. Specials flanged ends

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.

PN-1.6 With hand wheel /cap operated (PD type short body)

Lowering, laying, Jointing & welding in position to correct line & level

M.S. Pipe with outer gunniting & inside lining/Epoxy painting on

pedestal or chairs upon prepared formation or prepared bedding in

trenches the rates include conveyance from store to site of work

loading, unloading, joint plastering, hydrotesting etc.complete.

2.00 Rmt 168.30 mm dia 4 mm thick 189 Rmt

(GWSSB SOR ITEM NO.4(A),4a1. Part-1&2 B (Labour Sec),P-33)

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

diameters in proper position, grade and alignment as directed by

Engineer-in-charge including conveyance from stores to site of work,

labour, giving hydraulic testing, etc. Comple

1 Rmt 65 mm 21 Rmt

0.5 Rmt 80 mm 28.35 Rmt

0.5 Rmt 100 mm 35.7 Rmt

QTY. UNIT ITEM RATE PER AMOUNT

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. complete.

Welding in all positions with required number runs, for M.S.Pipes

internally and/or externally including gauging wherever necessary,

fixing appurtenances and other accessories in connection with pipe

laying work as per specification.

As above for Butt Joints

3.00 Rmt Plate thickness 1 Welding for Pipe thickness 4 mm to 7mm 715.05 Rmt

Gas cutting(Either square cut or V cut) pipes, plates etc. including all

costs for the followng thickness

5 Rmt 1 Up to 5 mm 37.8 Rmt

Painting Two coats (excluding priming coat) on new steel surface and

other metal surface with enamel paint, brushing, interior to give an

even shade including cleaning the surface of all dirt, dust and other

foreign matter.

Exra over item 19 and 21 for every subsequent cost of paint.(Total

1.055 Sqm 123.91 Sqm

Deputy Executive Engineer

P.H. Civil Unit