CHANDOR WATER SUPPLY PROJECT: VAPI MUNICIPAL CORPORATION PHASE 2

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

BID DOCUMENTS FOR

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN &

CONSTRUCTION OF ELEVATED SERVICE RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR RISING MAIN & GRAVITY

MAIN, CONSTRUCTION OF HOUSE CONNECTION & RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY

DISTRIBUTION NETWORK LOCATION ETC. FOR CHANDOR WATER SUPPLY SCHEME (PHASE-2), WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE

FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”

SR NO SCHEDULES NAME OF WORK AMOUNT (RS.)

NAMDHA WATER SUPPLY SCHEME

1 SCHEDULE - B1 GRAVITY MAIN PIPELINE

2 SCHEDULE - B2 RISING MAIN PIPELINE

3 SCHEDULE - B3 DESIGNING & CONSTRUCTING RCC ELEVATED SERVICE RESERVOIRS

4 SCHEDULE - B4 CONSTRUCTION OF HOUSE CONNECTION- 2046 Nos.

SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK

5 SCHEDULE - B5

LOCATION FOR CHANDOR WATER SUPPLY

Total Amount (1+2) in Rs.

Total Amount (1+2) in Rs.

6 SCHEDULE - C1 Operation & Maintenance (For 5 Years) CHANDOR WATER SUPPLY SCHEME

Total Amount (1+2) & with O & M Rs.

Total Amount (1+2) & with O & M Rs.

I / We am / are willing to carry out the work at…………………………………… % above / below percent/at par (should be written in figures and words) of the

estimated rates mentioned above . Amount of my/ our tender works out as under.

* Estimated amount * Estimated amount

Put to tender Rs …… Put to tender Rs ……

Deduct :....... % below Rs……… Add :....... % above Rs………

Total Rs…………. Total Rs………….

* ( Please strike out whichever is not applicable ).

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN & CONSTRUCTION OF

ELEVATED SERVICE RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR RISING MAIN & GRAVITY MAIN, CONSTRUCTION OF HOUSE

CONNECTION & RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC. FOR

CHANDOR WATER SUPPLY SCHEME (PHASE-2), WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”

SCHEDULE - B1 : GRAVITY MAIN PIPELINE

RATE TOTAL AMOUNT

RATE TOTAL AMOUNT

SR. No. ITEM DESCRIPTION QTY UNIT

Item No.1: Providing and supplying D. I. K-7 grade pipes for following nominal bore diameter with internal cement mortar

lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. complete. (IS 8329-2000).

Item No.2: Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as

per BS-EN-545/1995 Class-A series K12 suitable for use with DI pipes manufactured as per IS:8329/1994 delivery of specials is to

be made to GWSSB store or site of works any where in Gujarat including all taxes, liading, unloading, carting, stacking,

insurance, inspection charges, octroi etc. complete. (With external bitumen & zinc coating & internal cement mortar lining)

Socket & Spigot Type

Upto 300 mm Dia. 4542.44 Kg 148.00

2a Above 300 mm Dia. 3155.55 Kg 151.00

Item No.3: 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,

3 conveyance to departmental stores, stacking etc. complete. PN-1 With hand/wheel cap operated (Alt-1 type long body)

Item No.4: Providing and supplying C. I. Temper proof Air valves with ss 304 Float gun metal- nozzle 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. Air Valves Double Acting (DS2)

Item No.5: Excavation for pipe line trenches incl. all safety provisions using site rails and stacking excavated stuff up to a lead

5 of 90 mts. cleaning the site etc. complete for lifts and strata as specified. 0 to 1.5 Mt. Depth In all sorts of soil and soft

murrum 3285.80 Cu.M 102.35

5a In hard murrum,boulders,incl. Macadam road 2347.00 Cu.M 155.25

5b Soft rock 2347.00 Cu.M 187.45

5c In Hard rock. 1408.20 Cu.M 427.80

1.5 to 3 Mt. Depth

In all sorts of soil and soft murrum 42.00 Cu.M 112.70

5e In hard murrum,boulders,incl. Macadam road 50.40 Cu.M 170.20

5f Soft rock 42.00 Cu.M 205.85

5g In Hard rock. 33.60 Cu.M 446.20

Item No.6: Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various

classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge

including hydraulic testing etc. comp.

6a 150 mm dia 845.00 Rmt 87.40

Item No.7: Lowering, laying and jointing in position following C. I. / D/F Sluice valves including cost of all labour, jointing

7 material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. Sluice valve

Item No.8: Lowering, laying and jointing in position following C. I. / D/F Air valves including cost of all labour, jointing

8 material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.(double ball Flanged )

Item No.9: Construction of valves chambers in brick or bela stone masonry, locally available in CM 1:6. Foundation concrete

150 mm thick in CC 1:4:8 of trap metal size 25 mm to 40mm thick, inside cement plaster in CM 1:3 and cement pointing

outside in CM 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.

9 completed as giver size) upto 1 mt depth from GL to pipe invert level incl. completed civil works but excluding cost of

excavation and refilling, with cast in situ RCC slab in one single piece with fixing of CI MH frame and cover with 23 mm thick

brick masonary wall in CM 1:6 : With precast slab in two parts 15 mm-

SV & ScV. Chamber - 0.6 x 0.6 x 1.0 m (For valves of upto 150 mm dia.) 5.00 No. 6187.00

9a Air Valve Chamber - 1.3 x 1.3 x 1.0 m 19.00 No. 13053.65

Item No.10: Extra depth of Valve chamber beyond 1.00 mt. depth.

SV & ScV. Chamber - 0.6 x 0.6 x 1.0 m (For valves of upto 150 mm dia.) 1.80 mt 3767.40

10a Air Valve Chamber - 1.3 x 1.3 x 1.0 m 9.85 mt 6996.60

Item No.11: Thurst Block : Providing and Casting in situ C.C. for Thrust Block in grade M-20 (Proportions as per mix design or

as per table 9 of IS456 2000 in masses by weight batching) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC

11 work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height

etc. complete for Thrust Block work. (excluding cost of reinforcement) Footing for column or foundation ( with form work)

RATE TOTAL AMOUNT

RATE TOTAL AMOUNT

SR. No. ITEM DESCRIPTION QTY UNIT

Item No.12: Reinforcement for Thrust Block : Supplying cutting, bending, binding and placing in position steel as per plan and

12 design and as per ISS 2502 including cost of steel and binding wire for structures only including lift up to 6 meter height or

depth below G.L., Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters. 2794.25 Kg 84.19

Item No.13: Culvert crossing.- Constuction of RCC support for culvert crossing at various location on pipeline route. Work

including excavation of pits in all type of strata, 100 mm thick PCC in M10 grade concrete, Providing and casting RCC Column

and Footing in situ mass cement concrete in grade M-15 ( proportions as per mix design or as per table 9 of IS:456-2000 ) RCC

work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete upto 6 m depth or height with

13 centering and shuttering etc. complete.Supplying cutting, bending, binding and placing in position steel as per plan and design

and as per ISS 2502 including cost of steel and binding wires for reservoirs / structures only including lift upto 6 m height or

depth below GL for all diameters. Supply, and installaion of 8 mm thick MS clamp for pipe anchorage with required nut bolts

and 3 mm sacrificing plate at RCC column and bottom of pipe etc. completed as per drawing and minimum BoQ.- RCC Support

Item No.14: Refilling the pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed within a

radius of 3 km 8958.00 Cum 25.30

Item No.15: RCC Road Reinstatement including all civil works with labour and material cost. Providing and laying RCC M20

grade concrete complete work including form work, curing etc. completed 5746.30 SQ. mt 963.16

Item No.16: Asphalt Road Reinstatement : asphalt roads with 150 mm sand, 200 mm spouls, 150 mm black trap metal (25-40

mm size), 150 mm aggregate (6-12 mm), quarry dust as inert material, watering, ramming with roller, tack coat 1 kg/ sqm, pre-

mix carpet 50 mm and seal coat 6 mm of bitumen 80/100 over refilled soil of at least 200-300 mm on top of pipe (depending

upon minimu cover of 0.9 m to 1 m depending upon topography) 1919.00 SQ. mt 704.78

Total for Schedule-B1(Rs.) =

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN & CONSTRUCTION OF

ELEVATED SERVICE RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR RISING MAIN & GRAVITY MAIN, CONSTRUCTION OF

HOUSE CONNECTION & RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION

ETC. FOR CHANDOR WATER SUPPLY SCHEME (PHASE-2), WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT:

SCHEDULE - B2 : RISING MAIN PIPELINE

SR. No. ITEM DESCRIPTION QTY UNIT RATE (RS.)

Item No.1: Providing and supplying D.I. K-9 grade pipes for following nominal bore diameter with internal cement mortar

lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading,

1 conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). For sewerage project cement mortor lining shall

be with sulphate resistance cement.

Item No.2: Manufacture, Supply & Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as

per BS-EN-545/1995 Class-A series K12 suitable for use with D.I.Pipes manufactured as per IS:8329/1994delivery of specials is

to be made to VPMC store or site of works any where in Gujarat including all taxes, liading, unloading, carting, stacking,

insurance, inspection charges, octroi etc. complete.Socket & Spigot Type

Above 300 mm Dia.

Item No.3: 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, charges, loading, unloading, conveyance to

3 departmental stores, stacking etc. complete. Hand operated Alt1 type : PN

Item No.4: Providing and supplying C. I. Temper proof Air valves with SS 304 Float gun metal- nozzle of approved make &

quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection

4 charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Temper Proof AV With Isolating

Sluice Valve (PN 1.6)

Item No.5: 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

5 to all required lead cleaning the site etc. complete for all lifts and strata as specified. For 0 to 1.5 m :

In all sorts of soil and soft murrum

5a In hard murrum,boulders,incl. Macadam road 926.25 Cum 155.25

5b In soft rock and/or masonry in CM or L M or Lime Concrete. 926.25 Cum 187.45

5c In hard rock and / or in C. C. 1:2:4 or RCC with blasting and chiseling or by chiseling only. 555.75 Cum 427.80

5d For 1.5 to 3.0 m : In all sorts of soil and soft murrum 0.89 Cum 112.70

5e In hard murrum,boulders,incl. Macadam road 1.07 Cum 170.20

5f In soft rock and/or masonry in CM or L M or Lime Concrete. 0.89 Cum 205.85

5g In hard rock and / or in C. C. 1:2:4 or RCC with blasting and chiseling or by chiseling only. 0.72 Cum 446.20

Item No.6: Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various

classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge

6 including hydraulic testing etc. comp.

Item No.7: 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.

7 complete. Sluice Valve

Temper Proof Air Valve

Item No.8: Providing, supplying and installation of air riser (flanged Tee) on the pipe line at suitable place as per design &

directed by Engineer-in charge. Work including excavation of pit, refilling, levelling of gorund after completion work. This

includes supply, delivery and installation of GI/ M.S. double flanged pipe. MS pipe having flange thickness conforming to IS

8 3589-2001, R.C.C. foundation block & column in C.C. M-150 as per drg and indicated in minimum BoQ etc. complete. The

length of riser pipe is 3.00 mt from above pipe top -Temper Proof Air Valve

Item No.9: Construction of valves chambers in brick or bela stone masonry, locally available in CM 1:6. Foundation concrete

150 mm thick in CC 1:4:8 of trap metal size 25 mm to 40mm thick, inside cement plaster in CM 1:3 and cement pointing

outside in CM 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 GL to pipe invert level incl. complete civil works but excluding cost of

9 excavation and refilling, with cast in situ RCC slab in one single piece with fixing of CI MH frame and cover (excluding cost of

CI-MH frame and cover) with 23 mm thick brick masonary wall in CM 1:6 With precast slab in two parts 15 mm

For Sluice Valve - 1.5 X 1.5 X

Item No.10: Extra depth of Valve Chamber beyond 1.00 mt. depth. as per attached calculation sheet

For 1.5 m X 1.5 m Chamber : 1.40 Rmt 10440.00

Item No.11: Thurst Block : Providing and Casting in situ C.C. for Thrust Block in grade M-20 (Proportions as per mix design or

as per table 9 of IS456 2000 in masses by weight batching) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC

11 work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or

height etc. complete for Thrust Block work. (excluding cost of reinforcement) 119.92 Cum 6348.00

Item No.12: Reinforcement for Thrust Block : Supplying cutting, bending, binding and placing in position steel as per plan and

12 design and as per ISS 2502 including cost of steel and binding wire for structures only including lift up to 6 meter height or

depth below G.L., Do-Thermo mechanically treated (TMT) bars Fe-415 grade for all diameters. 9593.60 Kg 84.19

Item No.13: Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within

13 a radius of 3 km. 3347.61 Cum 25.30

Item No.14: Asphalt Road Reinstatement : asphalt roads with 150 mm sand, 200 mm spouls, 150 mm black trap metal (25-40

mm size), 150 mm aggregate (6-12 mm), quarry dust as inert material, watering, ramming with roller, tack coat 1 kg/ sqm,

14 pre-mix carpet 50 mm and seal coat 6 mm of bitumen 80/100 over refilled soil of at least 200-300 mm on top of pipe

(depending upon minimu cover of 0.9 m to 1 m depending upon topography) 1056.00 Sq.m. 704.78

Item No.15: RCC Road Reinstatement including all civil works with labour and material cost. Providing and laying RCC M20

grade concrete complete work including form work, curing etc. completed 3168.00 Sq.m. 963.16

Total for Schedule-B2(Rs.) =

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN & CONSTRUCTION OF ELEVATED SERVICE RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING

DI PIPELINE FOR RISING MAIN & GRAVITY MAIN, CONSTRUCTION OF HOUSE CONNECTION & RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC. FOR CHANDOR

WATER SUPPLY SCHEME (PHASE-2), WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”

SCHEDULE - B3 : DESIGNING & CONSTRUCTION OF R.C.C. E.S.R (5 LL & 24 mt Staging Height at Chandor)

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.1: Designing structurally (and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the following capacity and height , using latest Soil Investigation

Report of proposed site , Seismic zone, Wind speed Zone. Including (1)Container shape any suitable type(or as specified), (2) Staging consisting of column brace trestle / shaft / combination column- brace trestle and shaft as

appropriate(or as specified) and (3) Appropriate foundation system. This includes excavation in all types of soil strata(including hard rock) including dewatering if required, Filling with the selected excavated earth (excluding

rock), Providing & filling rubbles and pano send 300mm thick below PCC, 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 required lead. (4)This

will also include 20mm thick cement plaster in CM 1:2 with approved water proofing compound all over inside container (i.e. walls, base, top slab/dome bottom etc. all), 150 mm wide PVC water stopper of approved quality

shall be used, 10 cm x 10 cm size quarter round vata in cement mortar 1:1 including shall be provided (5) All types of labour & material charges of lowering , laying, erecting / hoisting & joining of pipe assembly of Inlet,

Outlet, overflow, washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing of any accessories(specified), CI Manhole frame and covers, water level indicator , lightening conductor, GI

Pipe railing around walk way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type ventilators or lantern type ventilator with stainless steel jali. (7) Scope of work includes constructing RCC spiral

staircase with adequate tie beams, staircase footing ,Rcc chambers for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be provided to outlet pipe (inside container) for safety.(8) including

Providing and applying 2 coats of Epoxy paint of approved make to concrete surface for RCC ESR (inside the container) (as specified) and Providing & applying two coats of weather shield max paint for outside to the whole

structure. (9) Providing, mixing, laying 40mm thick IPS topping (1:1.5:3 - 1 cement : 1.5 sand : 3 stone aggregate 4.75mm and below) by volume on bottom dome of container, above top dome slab and on precast steps as per

IS: 2581 with mixing of water proofing compound (10) Painting letters with enamelled paint for capacity of reservoir with size of letters 45 cm. height and 75 mm width etc. On top of ESR (11) 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: 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) IS 456-2000 or Its latest revision. (3) IS 11682- 1985 or Its latest

revision. (4) IS 1893-2002 part I to V or Its latest revision. (5) IS 13920-1993, or Its latest revision. (6) IS 875 part I to III,1987 or Its latest revision. (7) IS 11089- 1987 or Its latest revision. General specifications: (1)The Min.

concrete grade for RCC shall be M :30. Proportion of concrete ingredients shall be as per Mix design using weigh batching. (2)CRS Fe-500 bars conforming to IS1786 (latest revision) and mild steel reinforcement (yield strength

2600kg/cm2) confirming to IS:226 shall be used as per detailed specification. (3)In case of column –brace trestle type staging having more than 6 columns internal horizontal bracing is obligatory. One bracing shall be at

foundation level in case of Individual footings. (4)Min. size/ thickness of various components shall be provided as per design criteria/specifications/IS Code ( or as per std. practice). Capacity of the ESR shall be considered

excluding free board. (5)Minimum dimensions specified for various components in tender data /specifications should be provided. (6)The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from latest SBC

1 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. (7) Maximum spacing between

horizontal bracings shall be 5 m (storey height). (8)The BB Masonry cabin with MS door shall be constructed when spiral staircase is outside the staging.

(9) RCC Staircase/ MS Staircase shall be provided and fixed for access to roof when height of roof from G.L. is up to 10 m. For ESR having more than 10 m height proper RCC staircase or suitable RCC spiral staircase shall be

constructed. Railing should be provided through out the staircase and around the top ring beam. Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 at staircase shaft

platform and plinth area. 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. providing and construction of Brick work

using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar 1:6 at outer side of esr and panel cum staff room at bottom of ESR. and providing shutter and door as per

specified in dwg. (11) Water level indictor shall be provided and fixed, Ultra Sonic Level Transmitter level indicator (as specified). (12)The rate shall include providing and fixing MS pipes with epoxy coating to inside pipe line

and Providing and applying outer coating of approved brand non toxic anticorrosive Epoxy paint with zinc rich primer, specials, and Providing and supplying and fixing of CI D/F Electric actuator operated Butterfly Valves with

tail piece as per IS:13095 (Latest Edition) for inlet, outlet , wash out, over flow and bye pass arrangement. The scope of work includes constructing supporting RC pillars, erecting, laying ,fixing and joining pipes and specials

etc up to 5m length from face of staging (outer most column). (13) DI pipes/MS & specials shall only be used. (14) The rate shall include cost of dewatering during execution making all arrangement with any dewatering

technique. (15) The structure shall be designed properly for uplift due to Ground water table specified in data or GWT encountered during execution. No extra payment shall be paid for the same. (16) Effective curing shall be

carried out as per specifications. Providing and supplying safety hanging net of appropriate capacity / dia. of rope and of suitable nylon quality which can withstand any impact of human being etc. (17) Agency shall engage

qualified (at least graduate)consulting engineer for designing the structure and he/she shall visit the site for guidance of work at all levels (i.e. below foundation, up to GL, above GL for all lifts up to container).Taking

photograph of work in progress and submit with each R.A.Bill. Photograph shall cover detail of location of the activity of work in progress. (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 incomplete. Above conditions / general specifications Sr. No. 1 to 18 are part and

parcel of tender (contract) and prevail over other provisions in tender. To be designed as per Seismic Zone

5,00,000 Liters & 24 meter Height - RCC ESR at Chandor Village

Total for Schedule-B3(Rs.) =

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN & CONSTRUCTION OF

ELEVATED SERVICE RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR RISING MAIN & GRAVITY MAIN, CONSTRUCTION OF

HOUSE CONNECTION & RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION

ETC. FOR CHANDOR WATER SUPPLY SCHEME (PHASE-2), WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL

CORPORATION,DISTRICT: VALSAD.”

SCHEDULE - B4: CONSTRUCTION OF HOUSEHOLD CONNECTIVITY(2046 Nos.)

ITEM DESCRIPTION QTY. UNIT

No. (RS.) AMOUNT (Rs.)

Item No.1: Providing and supplying in true line and level 15mm dia. U.P.V.C. Pipe (SCH-40) for cold water including fittings

1 make PRINCE / SUPREME / ASTRAL / FINOLEX or equivalent as approved by Engineer In Charge.

Item No.2: Providing and supplying in standard length ISI mark rigid unplasticized PVC pipe suitable for portable water with

ring fit joint incl cost of ring, as per IS specification no 4985/1988 incl all local and central taxes, transportation, freight

2 charges, octroi, inspection charges, loading, unloading, conveyance to the departmental store and incl cost of jointing material

etc comp - 6kg/cm2

90 mm Dia 50.00 Rmt 139.00

Item No.3: PVC fittings : Purchasing and supplying at store or site of work G.I./P.V.C. Specials as per requirement incl. Railway

freight, loading, unloading, stacking, and carting from store to site. Sales tax, insurance, octroi, GST & all taxes etc. complete.

3 UPVC Couplers 15 mm dia.

3a UPVC Couplers 90 mm dia. 10.00 No. 78.00

3b Bib Tap 15 mm dia. 2036.00 No. 25.00

3c PVC Flange with pail pieces 90 mm dia 10.00 No. 236.00

3d Service Saddle 15 mm dia. (110/90/75/63/50 mm × 15 mm dia.) 2036.00 No. 50.00

3e Nut bolt 40.00 No. 40.00

3f UPVC Tee (Moulded) 2036.00 No. 20.00

3g UPVC Elbow 15 mm dia. 8144.00 No. 6.00

3h UPVC Elbow 90 mm dia. 10.00 No. 216.00

3i UPVC Clamp 2036.00 No. 10.00

Item No.4: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and strutting if

required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up

4 to all required lead cleaning the site etc. complete for all lifts and strata as specified.

Upton 0 to 1.5 Mt. Depth

In all sorts of soil and soft murrum 732.96 Cu.m 102.35

4a In hard murrum, boulders incl. macadam road. 2763.60 Cu.m 155.25

Item No.5: 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. Rate is taken for 63 mm and prorated for 15 mm

5a 90 mm Dia 50.00 Rmt 19.55

Item No.6: Refilling the pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed within a

radius of 3 km. 3486.59 Cu.m 25.30

7 Item No.7: Cutting of Road : C.C 1:2:4 or RCC 141.93 Cu.m 427.80

7a IPS Cutting 91.62 Cu.m 427.80

Item No.8: Providing and casting in situ mass cement concrete in 1:4:8 proportion using granite quartzite trap metal of size

8 mm to 40 mm including consolidation curing etc. complete. 233.55 Cu.m 3901.95

Item No.9: Making hole for Fitting saddle in to Existing pipe (110/90/63/50 mm) or New laying pipe. Lowering, laying and

9 jointing 110/90/63/50 mm × 15 mm dia. Service Saddle including cost of labour, material, with cement solvent, giving

satisfactory hydraulic testing as per ISI code. 2036.00 No. 100.00

Total for Schedule-B4(Rs.)

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN & CONSTRUCTION OF

ELEVATED SERVICE RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR RISING MAIN & GRAVITY MAIN, CONSTRUCTION OF

HOUSE CONNECTION & RCC ROAD REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION

ETC. FOR CHANDOR WATER SUPPLY SCHEME (PHASE-2), WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT:

SCHEDULE -B5: SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION FOR CHANDOR WATER SUPPLY

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.1: Supply, Installation, Testing and Commissioning of ISI mark CI D/F Sluice Valve as per IS 14846 PN 1.0 with

Electrically / Manually operated including non-modulating type (ON/OFF operation only), Motorised valve shall be suitable for

underwater operation in case of flooding in the chamber(Min IP68 rated).Type of valve, pressure of water, location and

interface to be provided for correct valve operation. valves can be modulating also, you can use for flow control. Non -

modulating are ON / OFF type only (Open / Close type) of following sizes with Integral Starter, SS 304 seat rings, SS rising

spindle with all hot dipped galvanised hardware's, bolts, nuts & washers, gaskets and handwheel including all taxes, insurance,

transportation, freight charges, Inspection Charges, loading unloading, conveyance to pump house, stacking, security etc.

complete as per IS and Specification.

Lowering, laying and jointing 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.

200 mm NB (Electrically Operated)

1a 250 mm NB (Electrically Operated) 1.00 No. 472212.90

1b 300 mm NB (Electrically Operated) 2.00 No. 478348.15

1c 350 mm NB (Electrically Operated) 2.00 No. 491601.30

1d 400 mm NB (Electrically Operated) 1.00 No. 509248.65

1E 500 mm NB (Electrically Operated) 1.00 No. 570394.75

Item No.2: Electromagnetic Flow Meter- Regular Power Operated- PN 10 :

Supply, installation, testing and commissioning of remote type Full Bore Electromagnetic flow meter comprising of IP-68 Sensor

SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding

Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive

Paint Coil Housing with Junction Box, CS flanges.

Flow Transmitter: Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse, sum

totaliser display, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one

2 status output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window

enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication etc. along with

wall mounted/ stand mounted cabinet.

Panel mounted flow indicator cum Totalizer along with all mounting accessories, hardware, etc. complete in all respect and as

per specs and shall have following size measurement range. The scope also includes necessary connection with header pipe.

200 mm Nominal Bore

2a 250 mm Nominal Bore 1.00 No. 117201.00

2b 300 mm Nominal Bore 2.00 No. 134422.00

2c 350 mm Nominal Bore 2.00 No. 185900.00

2d 400 mm Nominal Bore 1.00 No. 211120.00

2e 500 mm Nominal Bore 1.00 No. 263124.00

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.3: Design , Supply, Installation, Testing, Commissioning of Bourdon Type Pressure Guage, +1& accuracy, Direct bottom

1/2" NPT (M) process connection, IP 67, Glycerine filled, SS304 case with Bayonet Type Bezel, SS316 L Bourdon Tube, SS316

3 movement material, Aluminium dial with black graduation on white background, Micro Zero adjustable pointer, neoprene

gasket, Blow out disc, shatter proof glass, SS tag plate as per IS 3624. - 0 to 10 Kg/cm2.

100 mm Dial Size 8.00 No. 1686.00

Item No.4: Supply, installation, testing and commissioning of Pressure Transmitter with Micro-processor based integral LED/

LCD display along with, manifold valve, required fittings, tubing (all valves, fittings, tubing's, etc. shall be in SS 316 only) all

4 accessories, hardware, etc. complete in all respects as per specifications and having following measurement ranges:

Range : 0 to 10 or o to 20 Kg/cm2

Item No.5: Construction of RCC Valve Chamber including dewatering required. Damage to existing pipe shall be made good as

per original. Slope of chamber shall be such that excess water shall be drained and taken to a local drain. Space for

5 maintenance shall be provided. (Chamber can be bigger. ensure rung ladders or similar is provided for person to access the

Item No.6: Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 1:2:4) (proportions as per mix design or

as per Table 9 of IS456 2000 in masses by weigh batching) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC

work, including scaffolding centring, form work, needle vibrated consolidation, curing comp. up to 6 meter depth or height

6 (excluding cost of reinforcement and neat finishing) with centring and shuttering/DE shuttering etc. comp. for structure for

other than water retaining. Footing for column or foundation (with form work)

Panel Foundation for Field PLC/RTU Panel

Size : 1.8 m L X 0.8 m W X 0.5 m H (8 Locations)

Item No.7: PLC/RTU Panel for Field Location

Supply, Installation, Testing & Commissioning of PLC/RTU panel including PLC, Gateway with SIM Card for remote operation and

monitoring of Flow, Pressure and Valve parameters.

Minimum 8DI, 4 DO, 2AI, 1RS485 communication shall be considered.

7 Real time communication with central SCADA shall be considered for operation and monitoring from central SCADA.

Panel Shall be IP65 with Local indication and push button for Local operations of valve. UPS with battery backup of 30 minutes

shall be provided in the panel.

20 meter Power Cable from 415 supply nearby shall be considered up to PLC/RTU panel.

Item No.8: POWER AND INSTRUMENT CABLE & ACCESSORIES

Supply, Laying, Installation, Connection, Termination, Testing & Commissioning of Instrument Cables, along with cable glands,

lugs, cable trays, required junction boxes, fittings and accessors as per specs.

The unit rate shall include

a. Supply, loading & unloading of the cable at site from store.

8 b. Shifting of cable from site store to place of installation.

c. Fixing of cable clamps, brackets, supports, route markers etc. where ever required to fix the cables safely.

d. Excavation, back filling and levelling of ground along with laying of fine sand, protection bricks and other necessary civil

material for laying cables outside the building.

e. Testing and submission of sketches & reports of all the cables laid.

Power Cable -3C x 4 sq.mm. 400.00 m 184.00

8a Control Cable -8C x 1.5 sq.mm. 400.00 m 145.00

8b Signal Cable - 1P x 1.5 sq.mm. 480.00 m 127.00

SR. TOTAL AMOUNT

SR. TOTAL AMOUNT

ITEM DESCRIPTION QTY. UNIT RATE (RS.)

Item No.9: CABLE END TERMINATION AND CONNECTION

'Supply, fixing, connection, testing and commissioning of double compression brass cable glands and crimping type Bimetallic

lugs / sockets with necessary tools and equipment's as specified in specifications and IS complete in all respects. The glands and

9 lugs / sockets shall be suitable for cable size and type mentioned above. The job also includes earthing the glands and armour

of the cable with common earth bar or flexible copper mesh as applicable.

Power Cable -3C x 4 sq.mm. 80.00 No. 145.00

9a Control Cable -8C x 1.5 sq.mm. 80.00 No. 135.00

9b Signal Cable - 1P x 1.5 sq.mm. 120.00 No. 115.00

Item No.10: Instrument Cable Tray

Providing and fixing approved make Perforated C type cable tray. Made from sheet steel. The cable tray should be single or

double bended as per required and as per IS 2062/1079 and shall be coated with hot dip galvanizing as per IS 2629/4759. with

max 17.5% perforation with coupler plate / Fish plate and GI hardware like nut - bolt and washers etc. erection with necessary

support (included) as per Specification and as per instruction of engineer in charge.

50 X 50 X 1.6 mm Thick

Item No.11: Earthing: Supplying & erecting Funnel type earthing having earth plate of following size burred in specifically

prepared earth pit 3 m below ground with 40 kg charcoal & slot with alternate layers of charcoal & slot , 20 mm dia GI pipe

with funnel with a wire mesh for watering & brick masonry block CI cover complete as per para 7.3 of IS 3043 with necessary

11 length of double GI/copper earth wire No.6 SWG bolted with lug to the plate & covered in 12 mm dia GI pipe 2.5 mt. long

complete connected to the nearest switch gear with ends socket as per direction & duly tested by earth tester conforming to IS

(As per Drawing) with following specifications.

With 30 x 30 x 0.35 cms: C.I. earth plate.

Item No.12: Supply, erection, testing & commissioning of Cast Alu. Junction Boxes along with all required hardware in GI,

12 supporting structure, etc. complete in all respects as per following:

10 Terminal Junction box (suitable for cable) 8.00 No. 3500.00

12a 25 Terminal Junction box (suitable for cable) 8.00 No. 5000.00

Item No.13: Cable Trench, Laying & Installation of Cable; Making cable trench in soft soil of suitable width of 90cms deep for

laying cable all over the run and back filling the same and making the surface as normal ground as per IS & Specification.

13 (For laying cable in ground)

Item No.14: Cable Covering in Trench: Cable Covering with second class bricks or cement tiles laid cover the cable crosswise &

also on both side with covering of 7.5cms. Layer of sand above & below cable (16 bricks per meter.) as per IS & Specification.

14 (For cable in ground)

Item No.15: Supplying rubber matting of following thicknesses per IS:15652/IEC

4 mm Thickness. 16.00 Sq.m 1017.00

Item No.16: Providing and erecting metallic vitrified danger notice board as per language suggested by engineer in charge for

MEDIUM VOLTAGE installation to be erected as per IS-2551. 8.00 No. 69.13

Item No.17: Providing and fixing printed instruction chart both in English and Gujarati and duly framed with front glasses, for

treatment of person suffering from Electric shock with minimum 50" diagonally size. 8.00 No. 129.06

Item No.18: Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge

18 bandage, medicated ready to use bandage (Band-aid adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon or

similar) etc. (All above contents shall be of standard makes) 8.00 No. 297.00

Item No.19: Supplying & erecting D.C.P. type fire extinguisher for following capacity cartridge type with gun metal cap

19 gram CO2 gas cartridge, powder and brackets confirming to IS 2171 1985 and complete erected with necessary clamps made

from 50 x 6 mm M S Flat with nuts and bolts grouted in wall complete. [A] For 5 Kg Capacity 8.00 No. 1696.26

Total for Schedule-B5(Rs.) =

SUMMARY (SCHEDULE-B)

CHANDOR WATER SUPPLY PROJECT (PHASE-2)

CHANDOR WATER SUPPLY SCHEME: WORKING SURVEY, SOIL INVESTIGATION,DESIGN OF WATER SUPPLY SCHEME.WORK INCLUDING DESIGN & CONSTRUCTION OF ELEVATED SERVICE

RESERVOIR, PROVIDING, SUPPLYING, LOWERING, LAYING AND JOINTING DI PIPELINE FOR RISING MAIN & GRAVITY MAIN, CONSTRUCTION OF HOUSE CONNECTION & RCC ROAD

REINSTATEMENT & SITC WORK OF INSTRUMENTATION WORK & SCADA SYSTEM AT GRAVITY DISTRIBUTION NETWORK LOCATION ETC. FOR CHANDOR WATER SUPPLY SCHEME (PHASE-2),

WORK INCLUDING 5 YEARS OF OPERATION & MAINTENANCE FOR VAPI MUNICIPAL CORPORATION,DISTRICT: VALSAD.”

SCHEDULE-C1: OPERATION & MAINTANANCE (FOR 5 YEARS)

Description Qty Unit Rate Amount

ITEM NO.1: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This

system includes Rcc ESR, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution

Network to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical,

instrumentation, and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

1 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality. 1 Per Year 12,94,105.50

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for

power shall be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender &

maintaining the record for the same. - For 1st year

ITEM NO.2: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This

system includes Rcc ESR, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution

Network to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical,

instrumentation, and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

2 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality. 1 Per Year 15,52,926.60

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for

power shall be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender &

maintaining the record for the same. - For 2nd Year

SCHEDULE-C1: OPERATION & MAINTANANCE (FOR 5 YEARS)

Description Qty Unit Rate Amount

ITEM NO.3: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This

system includes Rcc ESR, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution

Network to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical,

instrumentation, and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

3 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality. 1 Per Year 17,25,474.00

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for

power shall be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender &

maintaining the record for the same. - For 3rd Year

ITEM NO.4: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This

system includes Rcc ESR, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution

Network to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical,

instrumentation, and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

4 4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality. 1 Per Year 18,98,021.40

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for

power shall be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender &

maintaining the record for the same. - For 4th Year

ITEM NO.5: Comprehensive Operation and Maintenance of Rising Main and Gravity Main distribution pipeline network. This

system includes Rcc ESR, House Connectivity, SITC work of Instrumentation work & Scada System at Gravity Distribution

Network to ensure reliable water distribution and other allied works. This also involves the integration of essential mechanical,

instrumentation, and electrical components, alongside headwork to enhance water management efficiency including

1) Breakdown Maintenance or Emergency Maintenance,

2) Day to day Maintenance

3) Preventive or Periodic Maintenance,

4) Major Maintenance (or Special repairs and replacement including Training to O & M staff of Municipality.

The rate shall also include all consumables and deployment of Manpower but excluding electric power (The electrical bill for

power shall be paid by the municipality) . The O & M work shall be carried out as per detailed specifications in the tender &

maintaining the record for the same. - For 5th Year

Total for Schedule-C1 (Rs.)