Construction Work Of ESR, Sump, DI-HDPE Pipeline, Panel Room And Paving Block Flooring, At. Old Bus Stand Head Work And Dhelana Head Work, At. Mangrol Under SJMMSVY (UDP-88) Year-2025-26

NAME OF WORK: CONSTRUCTION WORK OF ESR, SUMP, DI-HDPE PIPELINE, PANEL ROOM AND

PAVING BLOCK FLOORIN, AT. OLD BUS STAND HEAD WORK AND DHELANA HEAD WORK, AT.

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should

be writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender works

Estimated Amount Estimated Amount

Put to Tender Rs. 3,55,93,955=00 Put to Tender Rs. 3,55,93,955=00

Total Rs. Total Rs.

(In Words (In Words

Signature of the Contractor

Consl. Engineer Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol

MANGROL NAGARPALIKA - MANGROL

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF ESR

LOCATION : Old Bus Stand H/W & Dhelana H/W At. Mangrol

SCHEDULE - "B-1"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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

overflow, washout and bye pass arrangement as per hydraulic

design are including.

(6) Providing and fixing accessories(specified) like MS / GI Ladder

CI Manhole frame and covers, water level indicator , lightening

conductor, GI Pipe railing around walk way, at roof level, at gallery

and around landing of inside shaft, Adequate cowl type ventilators

or lantern type ventilator with stainless steel jali.

(7) Scope of work includes constructing RCC spiral staircase with

adequate tie beams ,staircase footing ,B.B. Masonry chambers for

valves. ventilating shaft and ventilators as well as door in shaft.

(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 & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest revised

(2) IS 456-2000 or latest revised

(3) IS 11682- 1985 or latest revised

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

(5) IS 13920-1993, or latest revised

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

(7) IS 11089- 1987 or latest revised

General specifications:

(1) The Min. concrete grade for RCC shall be M :30. Proportion of

concrete ingredients shall be as per Mix design using weigh

(2) HYSD( Fe 415)or higher grade reinforcing bars confirming to IS

1786/1139 or CRS /TMT bars shall be used as per detailed

(3) 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 ( or as per std. practice ) .

(5) Minimum dimensions specified for various components in

tender data /specifications shall be provided without fail.

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

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

poor soil strata is met with or ground water table is met with ,the

SBC shall have to be re ascertained scientifically and the design

shall be revised.

(7) Maximum spacing between horizontal bracings shall be

m(storey height).

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

when spiral staircase is outside the staging.

(9) M.S. ladder shall be provided and fixed for access to roof when

height of roof from G.L. is up to 10 m. For ESR having more than

10 m height RCC .spiral staircase or suitable RC staircase shall

(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

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

etc up to 5m length from face of staging (outer most column).

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

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

making all arrangement and any dewatering technique.

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

Ground water table specified in data or GWT met with during

execution. No extra shall be paid.

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

(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 least 3 times .

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

and Plastering items of container until satisfactory hydraulic testing

for water tightness is performed as per tender condition . Till then

the work shall be treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 17 are part &

parcel of tender(contract)

Up to staging height(L.S.L.) 12m from G.L. and S.B.C.10)

Capacity of ESRs (shell type container like cylindrical, conical, intze,

folded plates & its combination)

OLD BUS STAND H/W FOR 20.00 LL HEIGHT 24 Mtr 1.00 18090412.25 Nos

DHELANA H/W FOR 5.00 LL HEIGHT 22 Mtr 1.00 6273643.92 Nos

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol

MANGROL NAGARPALIKA - MANGROL

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF RCC U/G SUMP

LOCATION : Dhelana H/W At. Mangrol

SCHEDULE - "B-2"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Type structural design of RCC Under Ground / Partially under ground /

above high ground level Reservoir of required capacity as per relevant I.S.s

and constructing the same, including excavation in all type of soil strata (

including rock ) including shoring strutting if required, for loose soil / to protect

from collapse due to near by traffic load, casting 100mm thick P.C.C. levelling

course in M-15, Refilling the pit with proper soil and disposing of the surplus

stuff. Including cement plaster in CM 1:2 with approved water proofing

compound to inside water touching surface to container. Including all types of

labor 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 lavel indicator, adequate cowl type ventilatora or lantern

type ventilator with stainless steel jali. B.B. Masonry chamber for valves.

Providing and applying three coats of cement paint / snowcem to the 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 accodance with provisions relevant

(1.0) I.S. 3370, Part - 1 AND 2, 2009 or latest revised.

(1.1) I.S. 3370, Part - 3 AND 4, 1965 or latest revised.

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

(3) I.S. 1893 - 2000 - 1984 or latest revised.

(4) I.S. 875, Part - 1 to 3, 1987 or latest revised.

General Specifications :-1. Water depth in container shall be adopted as per

data of tender. If water depth is not specified the suitable water depth /

acceptable to field engineer in accordance with hydraulic requirement shall

be adopted for capacity. 2. shape of container (in plan) specified 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 near by 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 resistsnce 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 provided without fail. 9. The safe bearing capacity (SBC) shall be

referred from SBC test report. In absence of report it shall be referred 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 does not meet 7.5% rate shall be reduced.

13. SS pipes railling shall be provided over sump periphery when sump ht is

>/ 1.5 meter above ground level. 14 (a). ROC staircase/RCC steps should be

provided from Ground leel to sump top slab based on height of the GSR

above/below the ground. 14 (b). RCC staircase

with SS railing to be provided inside reservoir container . BB masonary stair

cabin with MS safey door having locking arrangment to be provided for GSR,

sump & HGLR of capacity more than 7.5 lakhs litre with top slab. If dome is

constructed as top slab than provide minimum opening of 900mm x 2000mm

with curbing and SS railing around. 15. Appearance of structure should be

aesthetically good looking acceptable to authority. 16. Any change in size,

shape, depth below GL, height above GL, water depth, F.B., size of member

etc can be permitted in exceptional case due to site condition or hydraulic

design requirement by C.E. No extra shall be paid for change. 17. Any

change in data, dimensions, shape, water depth, reduction in size if permitted

competent authority and if it reduces quantity then payment shall be reduced

18.When capacity of GSR / Sump is > 20 lakh liters 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 paecel of tender (contact) and prevail over other

provisions in tender. As above without water table ed.

As above rectangular sump without water table (Sub soil water level below

For 3000000 Lit. Capacity ROW Water Sump Flat Slab 1.00 7815495.50 Nos

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol

MANGROL NAGARPALIKA - MANGROL

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- SITC WORK OF INLET & OUTLET PIPELINE

LOCATION : Old Bus Stand H/W & Dhelana H/W At. Mangrol

SCHEDULE - "B-3"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

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.

250 mm dia D.I. Pipes-K7 Old Bus Stand Inlet 90.00 2466.00 Rmt.

300 mm dia D.I. Pipes- K7 Old Bus Stand Outlet 40.00 3110.00 Rmt.

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 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 & zink coating & internal cement mortar lining

Socket & Spigot Type

Providing and supplying in standard length ISI mark high density

Polyethylene H.D.P.E. Pipes suitable for potable water as per IS

specification no. 4984/1995 including all local and central taxes,

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

unloading, conveyance to the dept. stores etc. comp.

250 mm dia HDPE Pipes 60.00 1970.00 Rmt.

200 mm dia HDPE Pipes 120.00 1267.00 Rmt.

M. S. Specials plain & socket ends

Up to 300 mm. dia. 100.00 96.00 Kg

Providing and supplying ISI mark CI D/F Sluice valves , butterfly valves &

Reflux valves 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 With hand Wheel/cap operated (PD type short body)

200 mm dia Sluice valve/Scoure Valve 2.00 9813.00 Nos

250 mm dia Sluice valve/Scoure Valve 4.00 15920.00 Nos

300 mm dia Sluice valve/Scoure Valve 1.00 20384.00 Nos

Excavation for pipe line trenches incl. all safety provisions using site rails

and stacking excavated stuff up to a lead of 90 mts. cleaning the site etc.

complete for lifts and strata as specified.

A. 'Upto 1.5 mt depth

In all sorts of soil and soft murrum 124.00 102.35 Cumt

In Hard murrum 31.00 155.25 Cumt

In soft rock 62.00 187.45 Cumt

In Hard rock 93.00 427.80 Cumt

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton

joints / Mortarlined D. I. K-9/7 Pipes of various classes with CI / MS

specials of following diameters in proper position, grade and alignment as

directed by Engineer-in-charge including hydrulic testing etc comp.

250 mm dia D.I. Pipes-K7 Old Bus Stand Inlet 90.00 146.05 Rmt.

300 mm dia D.I. Pipes- K7 Old Bus Stand Outlet 40.00 178.25 Rmt.

Lowering, laying and jointing HDPE pipes and specials of following class

and diameter (By butt fusion welding method) including cost of

conveyance from stores to site of works at all level including cost of

labour, material, giving satisfactory hydraulic testing etc. comp.

250 mm dia HDPE Pipes 60.00 193.20 Rmt.

200 mm dia HDPE Pipes 120.00 131.10 Rmt.

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.

200 mm dia Sluice valve/Scoure Valve 2.00 853.30 Nos

250 mm dia Sluice valve/Scoure Valve 4.00 1087.90 Nos

300 mm dia Sluice valve/Scoure Valve 1.00 1312.15 Nos

Construction of valves chambers in brick or bela stone masonary, locally

available in C. M. 1:6.Foundation concrete 150 mm thick in C. C. 1:4:8of

trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3

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

slab 100 mm thick (with key hole in two parts, each with handles or MS

Bar etc. complete as give size)

'Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil works

but excl. cost of excavation and refilling.

With precast slab in two parts 15 mm

'Size 1.30×1.30×1m For Sluice valve of 200 mm dia and above dia

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 295.00 25.30 Cumt

Providing bedding incl. ramming, watering, consolidating etc. complete.

(A) From selected excavated earth. 17.10 69.00 Cumt

Making job connection for old pipes in connecting the pipe line with

existing main and inserted of special incl. Cost of excavation cutting of

pipes, dewatering testing refitting etc. complete Exi. all jointing materials

etc. comp. 6.00 2900.00 Nos

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol

MANGROL NAGARPALIKA - MANGROL

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PANEL ROOM

LOCATION : Dhelana H/W At. Mangrol

SCHEDULE - "B-4"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Designing (aesthetically) and constructing RCC Frame structure of pump

room with Negative suction.

Without Gantry structure

Size : 8.00 x 5.00 Mt -Dhelana H/Ws = 40 Sqmt 40.00 11919.75 Sqmt

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol

MANGROL NAGARPALIKA - MANGROL

DIST. : JUNAGADH

SCHEME :- SJMMSVY (UDP-88) YEAR-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVING BLOCK FLOORING

LOCATION : Dhelana H/W At. Mangrol

SCHEDULE - "B-5"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for making a

base for road work including ramming the excavated stuff and

despositing on the road side slope as directed up to all lead and sretta.

Supplying of crushed stone aggregates, chippings etc. of hard stone of

40mm to 63mm size free of disintegrated pieces, deleterious and organic

matter (for butumen surface dressing etc.) and grading as per I.R.C.

Code. 235.30 574.59 Cumt.

Spreading the stone aggregate for rolling and W.B.M. including filling the

interstices to required camber and gradient (excluding spreading of

blindage) (iii) 40mm to 63mm size crushed stone 235.30 262.24 Cumt.

Supplying of Stone Dust 58.90 277.35 Cumt.

Spreading blindage or road crust filling the gaps in metal and leveling to

camber and gradient as directed. (ii) Sand / Stone dust 58.90 154.84 Cumt.

Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand :6

Machine cut stone aggregate) 40mm nominal size and curing complete

excluding cost of formwork in (a) Foundation and plinth)

Providing and fixing Pre-cast rubber dye / steel dye inter locking concrete

block 60mm thick with grade of concrete M-300 punmatic compressed

by mechanically pressed and as per approved design confirming to IS

15658:2006 including 35mm sand layer for levelling and filling the joints

with sand in proper line and level asper guidlines of IRC : 63-2018 etc

Providing and casting in-situ controlled cement concrete M-200 for

kerb/kerb blocks including formwork curing and finishing complete. 11.50 4869.02 Cumt.

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround,

square or round bars with round headed bolts and nuts or by screws. (B)

ORNAMENTAL GRILL 400.00 160.85 Kg

Applying priming coat of over new steel and other metal surface after and

including preparing the surface by thoroughly cleaning, oil grease, dirt

and other foreign mater and scoured with brushes fine steel wool,

scrapers and sand paper with ready mixed priming paint brushing red le

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brusing interior to give an even shade

including cleaning the surface an even shade including cleaning the

surface of all dirt, dust and other foreign matter. 10.00 92.20 Kg

Total Amounts Rs...……

Total Amounts Rs...……

Stamp with Signature of Contractor

Consl.Engineer Engineer

"DESIGN POINT" Mangrol Nagarpalika

Chief Officer President

Mangrol Nagarpalika Mangrol Nagarpalika

Mangrol Mangrol