CONSTRUCTION OF 102.16 MLD CAPACITY SEWAGE PUMPING STATION AT TP-84 IN NEW EAST (SARTHANA) ZONE-B, SURAT MUNICIPAL CORPORATION.

NAME OF WORK: CONSTRUCTION OF 102.16 MLD CAPACITY SEWAGE PUMPING

STATION AT TP 84 IN NEW EAST (SARTHANA) ZONE-B, SURAT

MUNICIPAL CORPORATION.

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

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 : 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. 8,34,01,536.96/-

Earnest Money Deposit (EMD) : Rs. 8,35,000.00/-

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 102.16 MLD CAPACITY SEWAGE PUMPING STATION AT TP

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

1) ESTIMATED COST OF CAPITAL WORK: Rs. 8,34,01,536.96/- (Excluding

(Eight crore Thirty-Four lakh One thousand Five Hundred and Thirty-Six Rupees and

Ninety-Six paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 8,34,01,536.96/- (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 102.16 MLD CAPACITY SEWAGE PUMPING STATION AT TP-

Description Qty. Rate Unit Amount

1 Excavation for well including removing and

spreading the excavated stuffs directed with

In all sorts of soils & Soft Murrum

2 Dewatering by pumping set of required

capacity including temporary platform

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.

3 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 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

Description Qty. Rate Unit Amount

Footing (without form work) 190.00 4732.00 CU.M.

4 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

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

retaining structures

( A )Bottom base slab (Without Shuttering) 1111.00 6905.00 CU.M.

( B )VerticalWall/kerb (Th. Above 25 CM) 2151.00 8083.00 CU.M.

( C )Column 19.00 9317.00 CU.M.

( F )Staircase 5.00 8395.00 CU.M.

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

5 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

6 Filling in foundation and plinth with murrum

or selected soil in layers of 20 cm thickness

uncluding wateruing, ramming and

consolidating etc. complete.

7 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

Description Qty. Rate Unit Amount

8 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

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)

9 Providing fabricating and placing cutting

edge and curbs as per design and drawing

manufactured from structural steel or M.S.

plate conforming to IS 226-1962 including 10.99 87934.00 M.Tons

riveting, welding etc. complete including

M.S. Bar anchor bolts and structural steel etc

10 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

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

15.00 mt diameter

Beyond 3.01 mt upto 6.0 mt depth 3.00 150834.38 R.M.

Beyond 6.01 mt to 9.0 mt depth 3.00 161866.41 R.M.

Beyond 9.01 mt to 12.0 mt depth 1.00 168718.36 R.M.

Beyond 12.0 mt to 15 mt depth 0.00 176248.83 R.M. -

15 mt depth onward 0.00 187164.84 R.M. -

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 3.00 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. -

11 Providing brick work using Fly ash building

bricks having crushing strength not less 105.00 4237.00 CU.M.

than 35 Kgs./Sq.Cm. in cement

Description Qty. Rate Unit Amount

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

directed etc. comp

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

using water proofing compound of approved

quality including finishing etc. complete.

without water proofing 457.00 195.00 SQ.M.

13 Providing and applying 20 mm 'thick sand

faced cement plaster on walls or similar

surface at all floor levels consisting of 12 mm

av. thick backing coat of C. M. 1:3 (1 cement 457.00 330.88 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

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

using water proofing compound of approved

quality including finishing etc. 3245.00 202.00 SQ.M.

complete.(With Water Proofing Compound).

15 Providing & fixing 35 mm. thick shutters for

doors including Indian teak frames 12 cm. x

7 cm. size including black enamelled iron

oxidised fixtures and fastenings including 45.00 5533.68 SQ.M.

primer coat of approved quality and two

coats of oil paints etc. comp

16 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

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

Description Qty. Rate Unit Amount

17 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.

18 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

19 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

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.

20 Providing & Laying white glazed tiles 6mm.

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

,Bell make at all floor levels, in flooring,

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

21 Providing & laying marble stone slab

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

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.

22 Filling available excavated earth (excluding

rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20 CM. in depth, 4484.00 130.39 CU.M.

consolidating each deposited layer by

ramming and watering

Description Qty. Rate Unit Amount

23 Distempering two coats with oil bound

washable distemper of approved beand &

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 457.00 80.35 SQ.M.

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

24 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..

25 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. -

26 Providing cement vata (10 cms x 10 cms)

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

including neat cement finishing watering etc. 245.00 23.68 R.M.

completed as directed

27 Providing and fabricating and fixing G.I.

railing in staircase and walkway using 2 nos.

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

40 mm. dia and 1000 mm. high as as per 30.00 1551.79 R.M.

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

28 Providing and fixing polypropelene steps

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

x 150 mm x 25 mm etc. complete.

29 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.

30 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 379.00 989.45 Sq.mt.

cement slurry mixed with pigment to match

the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick

31 Drilling Bore Hole for dewatering with well-

point system (minimum 20 mt.deep) 20.00 45070.71 Nos.

32 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)

Description Qty. Rate Unit Amount

33 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.

34 Providing & fixing 6 mm thick ribbed type

or other approved type 150mm wide P.V.C

water stopper of approved quality in raft, 700.00 330.00 Rmt.

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

by Engineer in charge.

35 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

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.

36 Providing & fixing Wash Down water closet

European typpe W.C. pan with integral P or

S trap including jointing the trap with soil

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

37 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 1.00 2059.93 No.

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

38 Providing and Fixing Urinal or approved

quality including connecting the urinal with

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

earthenware flat back or corner type 430mm.

39 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

Description Qty. Rate Unit Amount

40 Providing, Lowering & laying joining

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

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

Testing of pipes and joints etc. Comp

(A) 150 mm. dia

41 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

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

42 Providing & Fixing C.P. Brass screw down

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

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

43 Providing and fixing gunmetal check or non-

return full way wheel valve of required size

44 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.

45 Providing and filling rubbles including hand

packing and filling interstices with quarry

spalls behind abutments and between returns

Description Qty. Rate Unit Amount

46 (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

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 398.00 511.00 SQ.M.

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

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.)

47 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

48 Providing, erecting and fixing double coated

Syntex or Equivalent PVC (ISI) mark water

tank of required capacity each with all 2000.00 3.95 liter

necessary fittings & connection etc.

complete on terrace.

Description Qty. Rate Unit Amount

49 Providing & fixing U-PVC pipes Confirming

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

Prince/Supreme/Jain/Astral/ Tulsi/Finolex

make for rain water at all floor levels incl.

fixtures like bends, tees, shoe etc joined with

resin of approved brand & manufacture etc.

50 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, 5.00 412.00 R.M.

tees, shoe etc. jointed with resin of approved

brand & manufacture etc. comp.

51 Providing & Fixing S.W. Gully Trap with CI

grating brick masonary (CM 1:5) chamber &

water tight RCC cover with frame of 300mm

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

52 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) CONSTRUCTION OF COMPOUND WALL AT TP-84 SPS (300 Rmt. Length)

Description Qty. Rate Unit Amount

Excavation for foundation includ.sorting out &

stacking of useful materials & disposing of the

excavated stuff upto 50 mt. Lead & all lift,

watering etc. Comp.

loose or soft soil

(A) upto 1.5mt depth 246.00 117.26 C.M.

Boring holes 3.50 mt deep in ordinary soil (for

cast in-situ) and disposal of the surplus excavated

soil as directed within a lead of 50mt for

following diameter of piles etc. comp

Extra for under reaming inside the bore holes for

under reamed piles of 300 mm diameter

Providing and laying cement concrete 1: 5: 10 (1

cement : 5coarse sand :10 graded stone

aggregates 40 mm nominal size) and curing

complete including cost of formwork in:

(A) Foundation and plinth 9.00 2517.44 C.M.

Providing and laying cement concrete work

1:11/2:3 (1 cement :11/2 coarse sand :3 graded

stone aggregate 20 mm nominal size) and curing

complete including cost of form work but

excluding cost of reinforcement for reinforced

concrete work in :

(A) foundation, footing, base of columns and

Providing and laying ordinary cement concrete

1:11/2:3 (1 cement :11/2 coarse sand :3 graded

stone aggregate 20mm nominal size) and

finishing smooth etc. complete including cost of

form work but excluding the cost of

reinforcement for R.C.C. work in:

(1) having c/s area up to 0.085 S.M 26.00 12632.60 C.M.

(1) having c/s area up to 0.08 S.M. 16.00 9102.61 C.M.

(2) having c/s area 0.08 S.M. and up to .12 sqmtr. 32.00 8174.41 C.M.

Description Qty. Rate Unit Amount

Vertical & horizontal fins

slab having morethan 8cm & up to 10cm thick 0.00 7984.42 Cu.M. -

Providing & fixing IS Mark TMT Bar FE 500d

reinforcement for R.C.C. work incl. bending,

binding & placing in position etc.comp.---Ground

Filling available excavated earth (excluding rock)

in trenches. plinth, sides of foundations etc. in

layers not exceeding 20 cm. in depth 451.00 130.39 C.M.

consolidating each disposited layer by ramming

Providing and laying c.c. 1:3:6 ( 1 cement :3

coarse sand :6 crushed stone agg. 20 mm nominal

size ) and Finishing smooth etc. complete

including cost of form work in:wall caps/coping

Coping/Beam 14.00 3982.62 C.M.

Providing and constructing Brick work using

common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in

Cement Mortar 1:6 (1- Cement : 6 -fine sand)(C)

Fly Ash Bricks Ground Floor

Providing and applying 20mm. thick sand faced

cement plaster on wall or similar surfaces at all

floor levels consisting of 12mm av. Thk. Backing

coat of C.M. 1:3 (1 cement : 3 sand ) & 8 mm tk.

Finishing coat of C.M.1:1(1cement:1 sand)----

Ground floor -For Wall 1476.00 330.88 S.M

Providing & Applying 15mm.th.cement plaster

in single coat on brick/ concrete walls similar

surfaces for plastering & finished even & smooth

with a floating coat of cement slurry mixed with 411.00 237.51 S.M

admixture of lime or neeru in required proportion

etc. comp. in C.M 1:3 (1 cement : 3sand) (A) For

wall and similar surfaces -- Ground Floor

Description Qty. Rate Unit Amount

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..

(a)for wall 1886.00 82.00 S.M

Steel work welded in built up sections, framed

work for M.S. gate including cutting, hoisting,

fixing in position and applying a priming coat of

red lead paint.t:- (A) in beams & joists channels 6.97 9047.86 Qtl.

angles, tees, flats with connection plates or angle

cleats as in main & cross beams, hip & trussed

purloins connected to common refers & the like.

Providing and fixing 'Y' shaped barbed wire

fencing on compound wall top with verical angle

of 50X50X6 mm X1.00mt height, two cross

angles 50X50X6 mm X 0.60 mtr. Length, having

3 Horizontal and two diagonal rows of barbed

wire on vertical angle and three horizontal and

two diagonal barbed wire rows on each cross

angles incl. cost of barbed wires, necessary GI 300.00 481.99 Rmt

stapplings, fixing in CC (1:2:4) blocks of

0.23X0.23X0.30 mtr. size on top of compound

wall, painting angles with one coat of

anticorrossive primer angles and two coats of

enamel paint of approved quality, necessary

scaffolding etc. complete as per the direction of

engineer in charge

As per Rate Analysis

Description Qty. Rate Unit Amount

Painting two coats (excluding priming coat) on

new steel and other metal surface with synthetic

enamel paint, brushing to give an even shade 6.00 65.31 S.M

including cleaning the surface of all dirt, dust and

other foreign matters.

Same as above It. 1 & 2 for wicket gate Size 1m

As per Rate Analysis

Providing and fixing hot dip concertina coil of

610mm dia made out of 2.59mm (12SWG) hot

dip galvanised (G.I coating not less than

grams per sqm) thick wire having 80 nos of spikes

and 200 nos of clips made out of stainless steel

(AISI 304) 1.5mm thick dia, G.I. strips 0.5mm

thickness (G.I. coating not less than 120 gms per 300.00 206.00 R.M

sqm) weight of one coil should not be less than

15kg. etc complete at the top of the compound

wall fixed with S.S. clips and binding wires

wherever necessary etc complete. (NOTE :

streching length of one coil should not be more

Total Amount RS.

Total Amount RS.

(C) GROUND DEVELOPMENT WORK AND CONSTRUCTION OF CC ROAD AT TP-84

SEWAGE PUMPING STATION

Description Qty. Rate Unit Amount

Earth work in excavation in all types of strata

other than rock for drains and channels etc.

including dressing of bottom and sides of

trenches, stacking the excavated spoil, clen

from the edge of excavation including

backfilling and disposal of surplus spoil as

directed by the Engineer with all leads and lifts

etc. complete.(For Road)

Providing and laying Granular Sub Base

(drainage layer) conforming to grading V of

Table 400-1 of each layer not exceeding 200mm

thickness and compacted thickness as per

design & drawing with specified graded stone

metal and sand mixed in pugmill and laid with

mechanical means spreading with motor grader

and compacting with vibratory roller having

minimum 80-100 kN static weight to achieve

desired density of 98% of MDD including all

materials, labour, machinery,tests required to be

carried out with all leads and lifts etc., complete

as per details in tender specification & as

directed by engineer in charge.

Providing and laying Dry Lean Concrete

subbase including providing coarse and fine

aggregate to the specified gradation using

minimum cement content 150 kg/cum of

concrete with OPC 43 grade cement, mixing of

concrete as per approved design mix using

mechanised batch mix plant of approporiate

capacity, transporting and laying with self

propelled paver with electronic sensor device

3 and compacting with vibratory roller of 140.00 2103.00 C.M.

minimum 80-100KN static weight to give

desired compacted density and average

compressive strength of 10MPa at 7 days and

curing with liquid curing compound and

sprinkling water and covering with moist

hessain or ponding of water for 7 days including

providing construction joints, including all

material, labour, machinery with all leads and

lifts etc., complete

Providing and laying Pavement Quality

Concrete of M 40 grade including providing

125 micron thick impermeable plastic sheet

4 membrane over the surface to be covered, 270.00 6016.00 C.M.

coarse and fine aggregates of specified

gradation PPC cement conforming to IS

(Part-I), approved admixture and adding Recron

Description Qty. Rate Unit Amount

3S or equivalent fibers @ 0.25% by weight of

cementatious material mixing in fully automatic

concrete batching plant of appropriate capacity

& with computerised controls, as per the design

mix to the specified workability, transporting

the mix with dumpers or transit mixers and

laying with self propelled slip form paving train

of required capacity having electronic sensor

device, curing with approved resin based

aluminised reflective curing compound and

covering with moist hessain and ponding and

sprinkling of water for a minimum period of

days and including provided and fixing dowels,

tie bars, approved liquid seals of either

polysulphide/polyurethene for joint filling and

sealing all types of joints and finishing to th

desired surface texture including allmaterial,

labour, machinery, formwork with all leads and

lifts etc. complete.

Providing interlocking type cement concrete

paver block of approved shape, design & colour

having 80mm thickness (M-50) purchased from

SMC's approved paverblock manufacturer only

5 & fixing of fine sand bedding. Item includes 450.00 714.00 Sq.Mt.

levelling by using vibratory plates compacted

machine. Item also includes all materials,

labour, equipments, tools, plants, watering,

cleaning etc. complete.

RCC FOR RAOD SIDE KERB

Supplying & filling fine sand(pana) in 75 mm /

100 mm / 150 mm compacted thickness over the

base including necessary compaction, watering

etc. complete. Item includes leveling by using

vibratory plates compacted machine and as

directed by engineer in charge.

Providing 100mm thick readymade C.C. kerb of

strength M-20 (size 300mm x 380mm)

purchased from SMC's approved paverblock

manufacturer & setting in line, level and in truly

7 vertical position, including filling joints in C.M. 300.00 228.00 R.Mt.

1:1 (1 part of cement : 1 part of stone dust)

smooth pointing in C.M. 1:1 (1 part of cement :

1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

Total Amount Rs.

Total Amount Rs.

Total Amount (A+B+C) Rs.

Total Amount (A+B+C) Rs.