CONSTRUCTION OF 206.31 MLD CAPACITY TREATED WATER PUMPING STATION AT VALAK, NEW EAST ZONE-B (SARTHANA), SURAT MUNICIPAL CORPORATION.

NAME OF WORK: CONSTRUCTION OF 206.31 MLD CAPACITY TREATED WATER

PUMPING STATION AT VALAK, NEW EAST ZONE-B (SARTHANA)

SURAT MUNICIPAL CORPORATION.

TENDER NOTICE (online) NO: DMC/Drainage/03/2026-27, Work No.16

VOLUME-II: PRICE BID

Last date of download of tender documents : From 28/07/2026 to 31/08/2026.

from website smctender.nprocure.com

Last Date of submission of Technical Queries : Bidders shall have to post queries on E-mail address

[email protected] on or before

Last date of submission of online tender : Up to 31/08/2026, up to 18.00 Hrs.

Last date of submission of tender fees, EMD : From 01/09/2026 to 11/09/2026 up to 17.00 Hrs.

and other documents in hard copy To Chief Accountant, "Shri Tapi Bhawan - Surat

Mahanagar Seva Sadan" Gordhandas Chokhawala

Marg, Shri Tapipura, Surat, by R.P.A.D./Speed

Estimated Cost : Rs. 6,71,72,153.97 /- (Excluding GST)

Earnest Money Deposit (EMD) : Rs. 6,72,000.00 /-

EMD shall be paid 50% in the form of crossed

Demand Draft of Nationalized Bank payable at

Surat and remaining 50% shall be in the form of

Bank Guarantee of Nationalized Bank (encashable

at Surat) or 100% EMD amount shall be in form of

crossed Demand Draft of Nationalized Bank

payable at Surat

Document Fees : Rs. 14,160.00/- (Incl. CGST 9% and SGST 9%)

Opening of Tender (Online) : If Possible, on 01/09/2026,10:30 Hrs. onwards

Tender fees, EMD, Affidavit, Undertaking& Addenda and Corrigendum (if any)

in hard copy to be submitted to:

To Chief Accountant,

"Shri Tapi Bhawan - Surat Mahanagar Seva Sadan"

Gordhandas Chokhawala Marg,

Shri Tapipura, Surat –

1. NAME OF WORK

CONSTRUCTION OF 206.31 MLD CAPACITY TREATED WATER PUMPING STATION

AT VALAK, NEW EAST ZONE-B (SARTHANA), SURAT MUNICIPAL CORPORATION.

1) ESTIMATED COST OF CAPITAL WORK: Rs. 6,71,72,153.97 /- (Excluding

(Six crore Seventy-One lakh Seventy-Two thousand One Hundred and Fifty-Three

Rupees and Ninety-Seven paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 6,71,72,153.97 /- (Excluding GST)

TENDER AMOUNT (IN FIGURES): Rs. __________________

TENDER AMOUNT (in WORDS): Rs. __________________

Rate Quoted by bidder shall be inclusive of all taxes but Excluding GST. GST shall be

paid extra as per prevailing rules.

SIGNATURE AND SEAL OF THE CONTRACTOR:

NAME AND ADDRESS:

SIGNATURE OF WITNESS:

NAME AND ADDRESS:

2. SCHEDULE – B

(A) CONSTRUCTION OF 206.31 MLD CAPACITY TREATED WATER PUMPING

STATION AT VALAK SMC.

Description Qty. Rate Unit Amount

Excavation for well including removing and

spreading the excavated stuffs directed with

In all sorts of soils & Soft Murrum

Dewatering by pumping set of required

capacity including temporary platform

2 carting pumping at site and fixing the same 50000.00 18.32 HP/Hr

in position including all accessories, and fuel

and labour etc. complete.

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,

3 including scaffolding centering, form work,

needle vibrated consolidation, curing comp.

up to 6 meter depth or height (excluding cost

of reinforcement and neat finishing) with

centering and shuttering/deshuttering etc.

comp. for structure for other than water

Footing (without form work) 141.00 4732.00 CU.M.

Providing and cast in situ C.C. in grade M-

30 proportions of ingredients as per mix

design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm

and or 6 mm to 12 mm including scaffolding

centering formwork, needle vibrated

consolidation, curing and hydraulic testing

etc. complete (excluding cost of

reinforcement) with centering and

shuttering/deshuttering etc. comp. up to

Description Qty. Rate Unit Amount

meter height /depth Av. G.L.for all water

retaining structures

( A )Bottom base slab 1050.00 6905.00 CU.M.

( B )VerticalWall/kerb (Th. Above 25 CM) 1556.00 8083.00 CU.M.

( C )Column 77.00 9317.00 CU.M.

( F )Staircase 5.00 8395.00 CU.M.

( G )Lintel/W.Shed/Chhajja 3.00 8395.00 CU.M.

Supplying & Filling with fine sand in

compacted thickness over the base including

watering ramming, consolidating & dressing

etc. complete. Item includes by using

vibratory plates compacted machine and as

directed by engineer in charge

Filling in foundation and plinth with murrum

or selected soil in layers of 20 cm thickness

uncluding wateruing, ramming and

consolidating 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 wire for

reservoirs/structures only including lift up to

6 meter height or depth below G.L. for all

Corrosion resistance steel(CRS) Fe

grade for all diameters confirming to relevant

Steel work, welded in built up sections

framed work including cutting, hoisting,

fixing in position and applying a priming

coat of read lead paint. (A)In beams and

8 joists, channels angles Tees, flats, with 0.50 90478.63 M.Tons

connecting plates or angle cleats as in main

and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like

(more than 10 ton)

Providing fabricating and placing cutting

edge and curbs as per design and drawing

manufactured from structural steel or M.S.

9 plate conforming to IS 226-1962 including 6.46 87934.00 M.Tons

riveting, welding etc. complete including

M.S. Bar anchor bolts and structural steel etc

Sinking single circular well of internal

diameter and thickness of steining as

specified up to the level as specified in all

sorts of soil including hard murrum, boulders

and all strata type & strata up to the level as

per drawing by dredging, dewatering, drop

chiselling with necessary kentiedge and with

mechanical means as may be necessary for

Description Qty. Rate Unit Amount

this type of work including all labour, plant

machinery etc. complete. Zero level to be

considered from cutting edge level.

Including all labour charges with Dewatering

but Excluding cost of Cutting Edge & Well

19.00 mt diameter

Beyond 3.01 mt upto 6.0 mt depth 3.00 242005.38 R.M.

Beyond 6.01 mt to 9.0 mt depth 3.00 259705.66 R.M.

Beyond 9.01 mt to 12.0 mt depth 0.00 270699.23 R.M. -

Beyond 12.0 mt to 15 mt depth 0.00 282781.45 R.M. -

15 mt depth onward 0.00 300295.59 R.M. -

Providing brick work using Fly ash building

bricks having crushing strength not less

11 than 35 Kgs./Sq.Cm. in cement 83.00 4237.00 CU.M.

mortar 1:6 (1 cement; 6 fine sand) as

directed etc. comp

Cement plaster 20 mm thick in C.M. 1:2

12 using water proofing compound of approved

quality including finishing etc. complete.

without water proofing 362.00 195.00 SQ.M.

Providing and applying 20 mm 'thick sand

faced cement plaster on walls or similar

surface at all floor levels consisting of 12 mm

13 av. thick backing coat of C. M. 1:3 (1 cement 362.00 330.88 SQ.M.

: 3 sand) and 8 mm thick finishing coat of C.

M. 1:1 (1 cement : 1 sand) -GF, FF, Second

floor and third floor

Cement plaster 20 mm thick in C.M. 1:2

14 using water proofing compound of approved 1227.00 202.00 SQ.M.

quality including finishing etc. complete.

Providing & fixing 35 mm. thick shutters

for doors including Indian teak frames

cm. x 7 cm. size including black enamelled

15 iron oxidised fixtures and 45.00 5533.68 SQ.M.

fastenings including primer coat of

approved quality and two coats

of oil paints etc. comp

Providing and fixing window having

extruded aluminium Powder Coated section

frame main outer size 63.50 x 38.10 x1.95

mm (of Jindal section no.4605, @ Wt.

1.094Kg/mt) horizontal Two track member

size 61.85 mm x 31.75 mm x 1.20 mm (of

jindal section no:8687, @ Wt. 0.695 Kg/mt.)

vertical member of size 61.85 mm x

mm x 130 mm (of jindal section no:8758 @

wt. of 0.659 kg/mt) with sliding shutters of

horizontal member size 40 mm x18 mm x

1.29 mm ( of jindal section no:8949, @ Wt.

of .456 Kg/mt) vertical member of size

mm x 18 mm x 1.29 mm (of jindal section

Description Qty. Rate Unit Amount

no:8947, @ Wt. of 0.456 Kg/mt/section

with 5 mm thick tranparent bronze colour

tineted float glass with powder coated

aluminium fittings and fixtures and

transparent silicon sealant glass fixing to

frame as per details etc. complete for

Providing and fixing standared extruded

ofalluminium section of size 63mm x

38.10mm x1.2mm , @ Wt. 0.643 Kg/mt with

colour Powder Coated alluminium frame for

ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

(A) Same as above but Colour anodized 10.00 2414.00 SQ.M.

Providing & fixing M.S.Grills of required

pattern to wooden frames of windows etc. At

all floor levels with M.S. flats at required

spacing & frame around square or round bars

with round headed bolts & round headed

bolts and nuts or by screws incl. Priming coat

of Red lead paint etc. comp. (A) Plain grill

Providing and fixing rolling shutters of

approved make made of 80 mm wide M.S.

laths inter locked together through their

entire lenght and jointed together at the ends

by end locks mounted on specially designed

19 pipe shaft with bracket plates, guide channels 10.50 3503.41 SQ.M.

and arrangements for inside and outside

locking with push-pull operation including

the cost of hood cover and spring etc.

(A) Shutters having width below 3.5 M.

Providing & Laying white glazed tiles 6mm.

th. of Orient, Kajaria, Jhonson,Nitco,Somani

,Bell make at all floor levels, in flooring,

20 treads of steps & landings laid on a bed of 12 35.00 857.42 SQ.M.

mm. Av. Th.C.M.1:3(1cement :3 sand)

finished with flush pointing in white cement

etc.com. For all floors

Providing & laying marble stone slab

flooring over 20 mm.av. base of C.M.1:6 (

21 cement :6 coarse sand ) & jointed with grey 1.00 2139.56 SQ.M.

cement slurry incl. rubbing & polishing

comp.(A) Marble slab 25 mm. Thick.

Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

22 etc. in layers not exceeding 20 CM. in depth, 2438.00 130.39 CU.M.

consolidating each deposited layer by

ramming and watering

Distempering two coats with oil bound

washable distemper of approved beand &

Description Qty. Rate Unit Amount

manufacture & of required shade on wall

surface to give an even shade over and & inc.

a priming coat of alkali resistance primer of

approved brand after throughly brushing the

surface to give an even shade after throughly

brushing the surface free from mortar

dropping and other foreing matter and also

including preparing the surface even and

smooth - ceiling

Providing and applying two coats of weather

shield max paint (3 coat may be required in

case of darker colors’.) of ICI DULEX or

Apex ultima of Asian paint including

applying exterior acrylic primer coat as per

manufacturers specification and directions

in shade and colour approved by architects,

on exterior surface of the building including

scaffolding, preparing the surface, watering,

curing etc. complete and as directed by the

architects andmanufacturers. Surface

Preparation Surface is thoroughly clean, dry

and free from all loose dirt, chalk, grease,

fungi, algae and flaking paint. This can be

achieved by brushing with a wire / stiff coir

brush followed by water jetting if required.

Fill up all minor cracks and defects with

white cement and sand mixture in the ratio

1:3. For application on previously painted

wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface

thoroughly using wire brushes.

Priming Apply a liberal coat of exterior

acrylic primer and allow it to dry for 4-5

hours. Application of putty is not

recommended. Minimum 4-6 hours duration

is required between each coat of weather

shield max paint..

Conveying, carting and removing of the

surplus excavated stuff from the site to any

place within the Municipal limit as directed

by the Engineer-in-charge including loading,

unloading, carting, dumping and/or

spreading as directed etc. Comp

Description Qty. Rate Unit Amount

(K) Above 5.0 K.M. & Up To 10.0 K.M. 0.00 110.80 CU.M. -

Providing cement vata (10 cms x 10 cms)

size quarter round in cement mortar C:M 1:1

including neat cement finishing watering etc.

completed as directed

Providing and fabricating and fixing G.I.

railing in staircase and walkway using

nos. 40 mm dia. G. I. pipe fabricated to G.I.

pipes 40 mm. dia and 1000 mm. high as as

per design and shown in the

drg. Finishing the exposed face with 2 coats

of enamel paint over a coat of

primerG.I.pipe railing 25mm

Providing and fixing polypropelene steps

28 conforming to an ASTM D 4101 of size 300 20.00 111.61 No.

x 150 mm x 25 mm etc. complete.

Providing cement concrete flooring for

I.P.S. 1:2:4 (for Indian patent stones) (1

cement: 2 coarse sand: 4 graded

stone aggregates 20 mm. nominal size) laid

in one layer 50 mm. thick finished with a

floating coat of neat cement.

Providing and laying polished Kota stone

slab flooring over 20mm (Average) thick

base of cement mortar 1:6 (1-cement : 6-

coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5

- coarse sand) laid over and jointed with grey

cement slurry mixed with pigment to match

the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick

Drilling Bore Hole for dewatering with well-

point system (minimum 20 mt.deep)

Providing and carting,conveying, stacking,

lowering, laying and jointing NP4 class

R.C.C.pipes in standard length for either

spigot and socket rubber ring roll on joint or

rubber ring flush confined joints in the

trenches inline and gradient, making use of

levelling instruments only. Incase of rubber

ring joint pipe, the pipe shall be laid in such

a way than it should be pushed in systematic

manner so as to achieve the leak proof joint

by using rubber ring as per relevant IS.

(2000) mm dia NP4)

Boring holes of 3.5 mt deep in ordinary soil

(for cast in situ piles) & Disposal of the

surplus excavated soil as directed within a

lead of 50 m. for 300 mm dia.

Providing & fixing 6 mm thick ribbed type

34 or other approved type 150mm wide P.V.C 430.00 330.00 Rmt.

water stopper of approved quality in raft,

Description Qty. Rate Unit Amount

walls, etc. as per details and / or as directed

by Engineer in charge.

Prov. & Fix 10cmx15cm.(4"x6") S.W.trap

with inside dimension ,455x610mm

&450mm deep sewer trap chamber with

23cm th. B.B. masonary walls in C.M. 1:5

with cement plaster 15mm th. In C.M. 1:3

35 inside & outside to exposed faces , RCC top 5.00 3155.63 No.

slab with 1:2:4mix(1 cement:2Sand :4 Grade

stone aggregate 20mm size), Foundation

concrete 1:5:10 & fixing C.I.cover with

frame to be not less than 38kg. On top etc.

comp. for single.

Providing & fixing Wash Down water closet

European typpe W.C. pan with integral P or

S trap including jointing the trap with soil

36 pipe in cement mortar 1:1 (seat and cover to 1.00 1303.71 No.

be measured and paid for seperately) (A)

Viterious China pattern-I (i) in approved

Providing & fixing wash basin with single

hole for pillar tap at all floor levels, with C.I.

or M.S. Brackets painted white incl. cutting

holes & making good the same incl. fittings

such as pillar tap, capstan head screw down

high pressure with screws, shanks & back

nuts, C.P. Brass waste trap, screw down stop

tap 15 mm. dia. etc. complete. (A) Vitreous

china flat back wash basin 550 mm.x

mm. size in approved colour For all Floor

Providing and Fixing Urinal or approved

quality including connecting the urinal with

38 waste pipe, trap etc. complete (A) white 2.00 1036.27 No.

earthenware flat back or corner type 430mm.

Providing and fixing cast iron (spun) nahni

trap of the following nominal diameter of self

cleaning design with C.I. screaed down or

hinged grating including cost of cutting and

making good the walls and floors: 100 mm.

inlet and 50 mm. (c) 100 mm dia

Providing, Lowering & laying joining

R.C.C. NP2 CLASS Pipe In C.M. 1:1 of

40 following nominal internal diameters incl. 25.00 248.67 R.M.

Testing of pipes and joints etc. Comp

(A) 150 mm. dia

Providing & Fixing PVC pipe (SCH-80) of

Prince/ Supreme/Jain/ Astral/ Tulsi/ finolex

make for water supply line at all levels incl.

fixture like bends, tees, shoe etc joined with

resin of approved brand & manufacture etc.

comp. pipe shall be fixed on the wall the help

Description Qty. Rate Unit Amount

of clamp at every two meter C/C or shall be

concealed as directed including necessary

fittings etc. including testing of pipe and

joints and fixing the same with adhesive

solvent, including cost of all materials

Providing & Fixing C.P. Brass screw down

42 bib tap at all floor levels, polished bright 2.00 186.83 No.

etc. comp.-(A) 15mm dia. For all Floors

Providing and fixing gunmetal check or non-

43 return full way wheel valve of required size

Providing and fixing 25 mm. dia.

chromium plated brass half turn

flush cock of approved quality including

fixing in pipe line as directed etc. complete.

Providing and filling rubbles including hand

packing and filling interstices with quarry

spalls behind abutments and between returns

(B) Providing and laying integral cement

based water proofing treatment including

preparation of surface as required for

treatment of roofs, balconies, terraces etc.

consisting of following operations. (a)

Applying and grouting a slurry coat of neat

cement using 2.75 kg/sqm of cement

admixed with proprietary water proofing

compound comforming to IS:2645 over the

R.C.C. slab including cleaning the surface

before tratment. (b) Laying cement concrete

using broken bricks/brick bats 25 mm to

mm size with 50% of cement mortar 1:5 (1

46 Cement : 5 Coarse sand) admixed with

proprietary water proofing compound

conforming to IS:2645 ,brick bats is finally

covered by jointless cement plaster 20mm th.

in C.M. 1:4 added with special water

proofing compound confirming to IS:2645 &

top smooth finished with trowel with false

chequered marking of 300 mm.size.The

treatment is carried along the vertical surface

of the parapet & other adjoining wall up to

height of about 300 mm in a shape of quarter

round vata Incl. curing etc. Comp. With

average thickness of 120 mm and minimum

thickness at khurra as 65 mm.

(c) The whole terrace so finished shall be

flooded with water for a minimum period of

two weeks for curing and for final test. All

Description Qty. Rate Unit Amount

above operations to be down in order and as

directed and specified by the engineer-in-

charge. With average thickness of 120 mm

and minimum thickness at khurra as 65 mm.

(Cement consumption 0.511 Bags / S.M.)

Providing & construction simple chamber of

23 cm. th' B.B. Masonary in C.M 1:5 with

cement plaster 15 mm th' in C.M. 1:3 inside

& outside to exposed faces, R.C.C. top slab

with 1:2:4 mix ( 1 cement: 2 Sand : 4 Grade

stone aggregate 20mm size) ,Foundation

concrete 1:5:10 & fixing C.I. cover with

frame to be not less than 38 kg. On top etc.

comp. Inside dimension,455 x 610 mm &450

mm deep for single pipe

Providing, erecting and fixing double coated

Syntex or Equivalent PVC (ISI) mark water

48 tank of required capacity each with all 2000.00 3.95 liter

necessary fittings & connection etc.

complete on terrace.

Providing & fixing U-PVC pipes Confirming

to IS no. 13592 (Type "A") of

Prince/Supreme/Jain/Astral/ Tulsi/Finolex

49 make for rain water at all floor levels incl. 20.00 325.00 R.M.

fixtures like bends, tees, shoe etc joined with

resin of approved brand & manufacture etc.

Providing & Fixing U-PVC pipe (SWR)

confirming to IS no. 13592 (Type "B") of

Prince/Supreme/Jain/Astral/Tulsi/Finolex

make for soil and waste discharge system at

all floor levels incl. All fixtures like bends,

tees, shoe etc. jointed with resin of approved

brand & manufacture etc. comp.

Providing & Fixing S.W. Gully Trap with CI

grating brick masonary (CM 1:5) chamber &

water tight RCC cover with frame of 300mm

51 x 300mm size (inside) including Plastering 0.00 1053.20 NO. -

smooth inside & outside 15 mm thick in CM

1:3 etc. complete (i) Square mouth traps

mm x 100 mm Size -P type

Providing & laying in trenches galvanised

mild steel tubes(medium grade) TATA /

ZENITH / ASIAN / JINDAL MAKE of the

following nominal bore & tube fittings etc.

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

(B) GROUND DEVELOPMENT WORK AND CONSTRUCTION OF BITUMINOUS ROAD AT

VALAK TREATED WATER PUMPING STATION

ITEM DESCRIPTION QTY RATE PER AMOUNT

Box cutting the road surface to proper

slop and camber for raod work

including a base for road work

including removing the excavated stuff

depositing on the road side slop as

directed up to 50.0 mt. Lead.

Excavation of the soil by means of Disc

Harrowing or Rotavator, as the case

may be, upto 240 mm depth for full

width of road and breaking the soil into

pieces less than 20 mm etc.by the use

of rotavator and as directed by engineer

in charge. (200 mm compacted

Supplying Fly ash including

3 collecting, carting, stacking and 83.00 553.00 MT

spreading the same as directed.

Supplying and carting of Hydrated

lime (CaO content not less than 70%)

and spreading the same with the

excavated soil and flyash thoroughly

by Disc Harrowing or Rotavator, as the

case may be, including watering etc.

complete as directed by engineer in

Rolling and compaction of

Subgrade with 8 T. vibratory roller

5 and filling in depressions which occur 165.00 33.09 CM

during the process as directed by

engineer in charge.

Providing and laying Granular Sub

Base (drainage layer) conforming to

grading V of Table 400-1 of compacted

thickness of 200 mm with specified

graded stone metal and sand mixed in

pugmill and laid with mechanical

6 means spreading with motor grader and 248.00 1456.67 CM

compacting with vibratory roller

having minimum 80-100 kN static

weight to achieve desired density of

98% of MDD including all materials,

labour, machinery with all leads and

lifts etc., complete.

Providing and laying Wet Mix

Macadam with paver finisher in

ITEM DESCRIPTION QTY RATE PER AMOUNT

specified thickness, each layer not

exceeding 200 mm compacted

thickness including premixing in

WMM plant with well graded crushed

stone aggregate, with watering and

spreading by mechanical means to

required profile and compacting by

vibratory roller of minimum 80-100 kN

static weight to achieve desired density

of 98% of MDD including all material,

labour, machinery with all leads and

Supplying and applying SS-I bitumen

emulsion confirming to IS 8887, for

8 application of prime coat over Wet Mix 1650.00 61.63 SM

Macadam at the rate of 0.85 kg per

Supplying and applying RS-I bitumen

emulsion confirming to IS 8887, for

9 application of Tack coat before 1650.00 12.50 SM

application of binder course at the rate

of 0.27 kg. per Sq. Meter area.

Providing and laying DENSE

GRADED BITUMINOUS

MACADAM as per gradation and

bitumen for mixing shall be as arrived

from mix design, provided in no case

it shall be less than 4.0% for Grade I

and 4.5% for Grade II by wt. of total

mix as binder by batch mix type

hotmix plant and laying by sensor

10 paver finisher including consolidation

by rollers as specified including

providing and operating plant, sensor

paver and machinery, cost of fuel, oil

lubricant and labour charges including

cost of aggregate and filler (if found

required as per mix design)etc

complete (But excluding cost of

providing bitumen and applying tack

coat emulsion.) (8.70 SM/MT)

@ 4.50% bitumen (excluding cost of

@ 4.50% bitumen (including cost of

@ 4.00% bitumen (excluding cost of

ITEM DESCRIPTION QTY RATE PER AMOUNT

@ 4.00% bitumen (including cost of

Supplying and applying RS-I bitumen

emulsion confirming to IS 8887, for

11 application of Tack coat before 1650.00 11.77 SM

application of wearing course at the

rate of 0.25 kg. per Sq. Meter area.

Providing and laying 25mm to 50mm

thick compacted BITUMINOUS

CONCRETE using aggregates as per

gradation and percentage of bitumen

for mixing shall be as arrived from mix

design, provided in no case bitumen

percentage shall be less than 5.2% for

Grade I and 5.4% for Grade II by Wt.

of total mix as binder by batch mix type

hot mix plant and laying by sensor

paver finisher including consolidation

by rollers as specified including

providing and operating plant, sensor

paver and machinery, cost of fuel, oil,

lubricant and labour charges including

cost of aggragate and filler (if found

required as per mix design) etc.

complete (excluding cost of providing

bitumen and applying tack coat

emulsion) (13.89 SM/MT)

@ 5.40% bitumen (excluding cost of

@ 5.4% bitumen (including cost of

@ 5.2% bitumen (excluding cost of

@ 5.2% bitumen (including cost of

Collecting, carting and stacking Stone

Dust on road side as directed and

flushing the same on Bituminous

surfaces at the rate of 0.30 cmt. per

10 smt. as directed by Engineer in

Preparing surfaces by excavating

with spades, scraping with shovel,

brushing with wire brushes for

14 removing caked mud up to 150mm 1650.00 3.35 SM

thick etc. sweeping with brooms and

finally fanning the cleaned surface with

gunny bags to remove all loose dirt etc.

ITEM DESCRIPTION QTY RATE PER AMOUNT

including carting of excavated stuff

Picking of the bituminous surface

using JCB excavator or by any

mechanical means, cleaning and

removal of loose and unsuitable

material on the road surface including

cost of fuel, oil, lubricant,

labour charges and disposal of loose

unsuitable material from site to the

disposal site as directed by Engineer in

Scarifying the graveled macadam,

bituminous macadam surface 6 cm. to

10 cm. deep including stacking the

useful materials and disposing

remaining stuff including loading

and unloading and carting the same

within city limit as directed by

Engineer in charge.

Providing & supplying heavy duty I.S.I

mark RCC precast manhole frame

with cover at site as per design for

circular manhole complete.

Providing and laying PLAIN

CEMENT CONCERETE M-200-

(1:1.5:3) (1cement, 1.5 coarse sand,

stone Aggregate of 20mm nominal

size) for raising / lowering the

existing manhole cover

18 (with frame) of drainage water supply, 0 583.55 No. -

sewer trap chamber, Gas chamber,

scrapper manhole frame & cover

and/or chambers of any utility services

upto the newly carpeted/re-carpeted

road surface including in C.M. 1:3 on

both side etc. complete.

Carting and conveying of bitumen

from refinery / any depot of oil

companies to Surat including loading

unloading in suitable tanks/drums etc.

Complete (without octroi charge

applicable from time to time).

[1] From Koyali refinery 0.00 922.41 MT -

[2] From Vapi 0.00 757.18 MT -

[3] From Mumbai 0.00 1438.73 MT -

[4] From Hazira 0.00 262.80 MT -

ITEM DESCRIPTION QTY RATE PER AMOUNT

Providing and laying SEMI DENSE

BITUMINOUS CONCRETE with

aggregates as per gradation and

percentage of bitumen for mixing as

arrived from mix design, provided in

no case the bitumen percentage be less

than 5.50% by wt. of total mix as

binder by hot mix plant and laying by

paver finisher including consolidation

with power road roller including

providing and operating plant, paver

and machinery, cost of fuel, oil

lubricant and labour charges including

cost of filler (if found required as per

mix design) and aggregates etc.

complete but excluding cost of

providing bitumen and applying tack

coat. (18.2 SM/MT)

(i) Carpeting 25 to 40mm thick

(ii)Re-carpeting 25 to 30mm thick

TOTAL AMOUNT Rs.

TOTAL AMOUNT Rs.

TOTAL AMOUNT (A+B) Rs.

TOTAL AMOUNT (A+B) Rs.