Up-gradation works of various components of Infrastructure at Nadiad G.I.D.C. Estate under A.I.I. Scheme with five years maintenance guarantee period. (Re-invited)

It. Description Qty Unit Rate Amount

1 Flexible pavement road 10714.00 Sq. meter 39.62

Scarifying existing bituminous surface by

mechanical means for making the top

surface rough enough as directed to

accept new layer with proper bonding etc

comp.(Scarifying the existing bituminous

road surface and disposal of scarified

material with in all lifts and lead upto

2 Preparing surface by Brushing with wire 10714.00 Sq. meter 17.03

brushes for removing caked mud etc.

sweeping with brooms and finally fanning

the cleaned surface with gunney bags to

remove all loose dirt etc. (ii) Black top

3 Earthwork in cuting in all sorts of soil and 4259.00 Cumt. 89.41

soft murrum including conveying and

spreading the stuff, embankment as and

where directed within 500 meters from

the end of the cutting with all required

4 Construction of Subgrade with approved 2017.00 Cumt. 356.61

material obtained from borrow pits with

all lifts and leads, transporting to site

spreading, grading to required slope and

compacting to meet requirement to table

300-2, Construction of Embankment with

Material Obtained from Borrowpits area

within 3.0 Km Lead (CBR≥8)

5 Construction of granular sub-base having 797.83 Cumt. 1568.15

200 mm thick compacted layer by

providing close graded material,

spreading in uniform layers with motor

grader on prepared surface, mixing by mix

in place method with front end loader at

OMC, and compacting with vibratory

roller to achieve the desired density,

complete as per clause 401 ( Min. CBR

Signature of Contractor Executive Engineer

6 Wet Mix Macadam (WMM) 996.00 Cumt 1842.17

Providing, laying, spreading and

compacting WMM having compacted

thickness of 250 mm and laying in two

layers ( any layer should not having

thickness more than 200 mm) by graded

stone aggregate for wet mix macadam,

specification including remixing the

Material with water at OMC in mechanical

mix plant carriage of mixed Material by

tipper to site, laying in uniform layers with

paver in sub- base / base course on well

prepared surface and compacting with

vibratory roller ( 8 to 10 MT capacity ) to

achieve the desired density.

7 Providing and applying primer coat with 5276.00 Sq. meter 66.92

bitumen emulsion SS1 grade on prepared

surface of granular Base (WMM) including

clearing of road surface and spraying

primer at the rate of 0.85 kg/sqm using

mechanical means.

8 Providing & laying compacted 65 mm 2402.00 MT 3977.27

thick dense graded bituminous macadam

(DBM) Grade-II in Single layer using 100-

120 TPH batch type HMP with tack coat at

the rate of 2.5 kg / 10 m2 (VG10) in each

using crushed aggregates of specified

grading premixed with bituminous binder

@ 4.5% ( VG - 40) bitumen by weight of

total mix and filler , transporting the hot

mix to work site laying with a hydrostatic

paver finisher with sensor control with

full road carpet width (Single screed) or as

directed by Engineer in charge to the

required grade, level and alignment,

rolling with smooth wheeled roller,

intermediate rolling 8-10 tonnes dead

weight or vibratory roller & pneumatic

tire roller of 12 to 15 tonnes weight

having sufficient width and pressure & the

finishing rolling shall be done with 6 to

tonnes smooth wheeled tendem rollers to

acheive the desired compaction as per

MORT&H specification etc complete in all

respects. The agency shall have to get the

mix design done from approved

laboratory and submit to the Engineer in

Signature of Contractor Executive Engineer

charge for approval.(Va = 3.5% & Vbe=

11.50% must be considered in mix design

) If the asphalt (bituminous) content is

more than above, the agency shall have to

bear the cost of additional asphalt. The

payment shall be done on the permissible

field density achieved on the site instead

of density derieved in the mix design. (

The density obtained by mix design above

2.31 MT/M3 shall be boarn by agency )

Providing and laying 40 mm Thick

Bituminous Concrete using crushed stone

aggregate BT chips as per required

gradation and using VG-10 asphalt as a

tack coat @ 2.5 kg / 10 sq.m and the VG-

40 grade asphalt at 5.40 % by total weight

of mix hot laid process using 100-120 TPH

batch type hot mix plant producing an

average output of 75 tonnes per hour

incl. transporting the mix and laying by

hydrostatic paver finisher with sensor

control to the required grade, level and

alignment, rolling with smooth wheeled,

vibratory and tandem roller and

pneumetic tyred roller to achieve the

desired compaction as per MoRT&H

specifications clause 509 complete

including cost of material labour

machinary equipment and fuel, oil.

Lubricant for plant and machinary using

contractor's own plant and machinanes

etc complete. The agency shall have to get

the mix design done from approved

laboratory and submit to the Engineer in

charge for approval. If the asphalt

(bituminous) content is more than above,

the agency shall have to bear the cost of

additional asphalt. The payment shall be

done on the permissible field density

achieved on the site instead of density

derieved in the mix design"

10 Providing and applying asphalt painting 15990.00 Sq. meter 42.33

with bitumen of VG 40 grade on

bitumenous surface including clearing of

road surface and spraying Bitumen at the

rate of 0.60 kg / sqm using mechanical

Signature of Contractor Executive Engineer

11 Road marking with hot applied 1004.00 Sq. meter 367.72

thermoplastic paints with reflectorising

glass beads on bitumin surface providing

and laying a hot applied thermoplastic

compound 2.5 mm thick including

reflectorising glass beads @250gms per

sqm area, thickness of 2.5mm is excluding

of surface applied glass beds as per

IRC:35-2015. The finished surface to be

level, uniform and free from streaks and

holes. zebra patta/bump patta lane/center

line/edge line/cut patta. The whitecolor

marking should provide liminance

coefficinet on cemend road shalll be min

130mcd/m2/lux and Asphalt road shall be

min 100 mcd/m2/luxduring the service

life during theday time. The marking

should meet the performance criteria for

night time reflectivity, wet reflectivity and

skid resistance as mentioned in the

section-15 of IRC 35-2015. of only 3M

12 Supplying and fixing cat eye (Stimsonite) 1647.00 Nos 375.72

made out from Acrilo beautile sterine

injuction high compressed molding with

reflector made of MMC (prismatic type of

size 12cm x 6cm x 2.5cm) provided with

bituminous adhesive 100g. with each unit

for fixing. (Engineer grade) of only 3M

13 Providing and fixing retro Reflective 02.00 Nos 12310.89

Prismatic Grade Board using 2mm

Aluminum / 4mm ACP , angle iron 75 x

x 6mm . Descaling and degreasing the

board as per requirement using epoxy

primer epoxy painting and carrying retro

reflective process by screen painting as

directeds etc. complete including

transporting and fixing in C.C. 1 : 2 : 4 with

necessary excavation curing etc. complete

as per I.R.C. 67-2012 design . A warranty

for 10 years for the Retro reflective

sheeting from original manufacturer & a

certified copy of 3 year outdoor exposure

test report from third party test lab for the

product offered shall be submitted by

contractor class C Type 11 (NH/SJ) retro

reflective sheeting.

Signature of Contractor Executive Engineer

14 Informatory Signs :-Providing and fixing 25.00 Nos 3741.44

sing boards made out of

2mm aluminum sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977

pretreated with phospheting process &

acid teching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint; reflectorized with retro

reflective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and

frame fabricated from suitable size iron

angle of 35 x 35 x 3mm75x75x6mm as

required; painted with best quality epoxy

coatings in black and white bends. the

details of symbol for each board shall

details of symbol for each board shall be

as per the instruction of engineer in

charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each

leg. Including excavation curing tec.

complete under the supervision of

engineer in charge.(A) Engineer

15 R. C. C. PIPE (Horizontal Cast) 313.52 RMT 874.00

Providing and supplying lSI Standard

R.C.C. pipes(of Sulphate Resisting Cement)

in standard lengths of NP3 class and

mm diameter suitable for either collar

joints or rubber ring joints including all

taxes, insurance, transportation, freight

charges. octroi, inspection charges,

loading , unloading, conveyance to

departmental stores, stacking etc.

Lowering, laying and jointing R. C. C. pipes

in C. M. 1:1 1/2 of 300 mm diameters in

proper position, grade and alignment at all

level as directed by Engineer-in-charge

including conveyance from stores to site

of work, labour, giving hydraulic testing as

per lSI code. (For Reconstructed roads)

16 Drilling of 500mm dia Horizontal borehole

for passing of any pipeline / electric line /

Gas line etc. crossing under the road incl

in all strata with requried length incl

fixing of 400mm dia RCC NP3 casing pipe

at depth having minimum cushing of

cm from road top OR as directed by the

Engineer in charge ; with pushing method

only incl. all required macineries and

Signature of Contractor Executive Engineer

labours for pushing work etc complete.

Any damage if occured to road portion /

any infrastructure during pushing work

shall have to be repaired by agency

without asking any extra cost.

(Considered for 10 / 7.5 mt length and

400 mm dia RCC pipes) . Any road cut will

not be allowed.

(a) For road crossings having requirement 13.00 No. 56944.44

of 10 mt length RCC pipes

(b) For road crossings having requirement 14.00 No. 42708.33

of 7.5 mt length RCC pipes

17 Providing and fixing pre-cast Rubber Dye 5229.18 Sq. meter 699.59

inter locking concrete block 80 mm thick

with grade of concrete M40 pnumatic

compressed / vibrated mechanically and

as per approved design Confirming to IS

15658 : 2006 including 35 mm Sand layer

for levelling and filling the joint with sand

in proper line and level as per guidlines of

IRC : SP 63-2018 etc. Complete.

18 WetMix Macadam(WMM)Providing, 1307.30 Cum 1842.17

laying, spreading and compacting WMM

having compacted thickness of 250 mm

and laying in two layers ( any layer should

not having thickness more than 200 mm)

by graded stone aggregate for wet mix

macadam, specification including remixing

the Material with water at OMC in

mechanical mix plant carriage of mixed

Material by tipper to site, laying in

uniform layers with paver in sub- base /

base course on well prepared surface and

compacting with vibratory roller ( 8 to

MT capacity ) to achieve the desired

19 Providing and supplying D.I. pipes for

following nominal bore diameter with

internal 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 compete. (IS 8329-

2000) incl. supplying and fixing all

required DI Specials etc. complete

Signature of Contractor Executive Engineer

20 Providing and supplying in standard

length ISI mark rigid unplasticised PVC

pipes incl. all required specials and

jointing material, suitable for potable

water with ring fit joint including cost of

rings, as per IS specification no.

4985/1988 including all local and central

taxes, transportation, freight charges,

octroi, inspection charges, loading,

unloading, conveyance to the

departmental stores and including cost of

jointing material etc. complete.

21 Sluice Valve: IS 13095 with ISI mark 15.00 No. 4037.00

Providing, supplying & fixing ISI mark CI

double flanged 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, including cost of all labour,jointing

material ,including nut bolts and giving

satisfactory hydraulic testing.stacking etc.

22 Temper proof Air valves 05.00 No. 13876.00

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.

23 Lowering,laying and jointing in position

following CI/DF, air valve including cost of

all abour, jointing material, including nut

bolts and giving satisfactory hydraulic

testing , etc complete. The work is

Signature of Contractor Executive Engineer

including laying and fixing of required

length of vertical pipe (DI 100 mm with

flanged ends) for erecting & fixing air

valve. (Cost of DI 100 pipe with specials

will be paid seperately in item 1 of

supplying DI pipes with all specials)

50mm - 80mm dia.Kinetic Air valve (DK) 05.00 No. 411.00

Flanged connection PN1.6 IS:14845 -

24 Valve Chambers

Construction of valves chambers in brick

or bela stone masonry, locally available in

C.M. 1:6, foundation concrete 150 mm

thick in C.C. 1:4:8 of 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 given size) up to 1 Mt. depth from GL.to

pipe invert level incl.complete civil works

but excl.cost of excavation and refilling,

with cast in situ RCC slab in two piece with

handling facility, with 23 mm thick brick

masonry wall in C.M.1:6

Size of 1.30x0.90m and 1.0 m deep 15.00 No. 9389.00

Extra depth beyond 1.0 mt 7.50 Rmt 5282.00

25 Excavation for pipeline trenches 3040.00 Cumt. 89.00

Excavation for pipeline trenches icluding

all safety provisions using site rails and

stacking excavated stuff with all lead and

lift, clearing the site etc.complete for lifts

and strata as specified incl. disposing the

surplus earth within the estate as directed.

From 0.00 to 1.50m Depth. (a) In all sorts

of soil & murrum

26 Lowering,laying and jointing D.I Pipes

Lowering, laying and jointing CI S & S

Spun pipes suitable for tyton

joints/Mortarlined D.I. Pipes of various

classes with CI/DI/MS specials of

following diameters in proper position,

grade and alignment as directed by

Signature of Contractor Executive Engineer

Engineering - in - charge including fixing

all required DI specials incl. conveyance

from store to site of work, labor, giving

hydraulic testing, etc. complete.

27 Lowering, laying,fixing and jointing 850.00. Rmt 12.00

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.

28 Providing bedding incl. ramming, 220.00 Rmt 329.00

watering, levelling, consolidating etc.

Complete as per standard and instruction

of engineer incharqe with required quality

Sand brought from outside including all

29 Refilling the pipeline trenches 2780.00 Cumt. 22.00

Refilling the pipeline trenches including

ramming, watering, consolidating,

disposal of surplus stuff as directed within

a radius of 3km. Selected earth from the

excavated stuff.

30 Pushing of Pipeline under Road

Drilling of 500mm dia Horizontal borehole

for passing of any pipeline / electric line /

Gas line etc. crossing under the road incl

in all strata with requried length incl

fixing of 400mm dia RCC NP3 casing pipe

at depth having minimum cushing of

cm from road top OR as directed by the

Engineer in charge ; with pushing method

only incl. all required macineries and

labours for pushing work etc complete.

Any damage if occured to road portion /

any infrastructure during pushing work

shall have to be repaired by agency

without asking any extra cost.

(Considered for 10 / 7.5 mt length and

400 mm dia RCC pipes) . Any road cut will

not be allowed.

Signature of Contractor Executive Engineer

Rate for 10 m length . 10.00 No. 56944.44

Rate for 7,5 m length . 21.00 No. 42708.33

31 Excavation for foundation upto 1.5 m 364.00 Cum 263.08

depth including sorting out and stacking

of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(D)

Soft rock not requiring Blasting.

32 Excavation for foundation from 1.5 m to 3 112.00 Cum 285.73

m depth including sorting out and

stacking of useful materials and disposing

off the excavated stuff upto 50 Meter

lead.(D) Soft rock not requiring Blasting.

33 Providing and casting in situ Ordinary 30.00 Cum 3637.07

cement concrete M-150 forR.C.C. Raft and

cut-off walls including necessary

shuttering laying,vibrating, ramming and

curing complete.

34 Flexible Apron :Construction of flexible 92.00 Cum 1134.23

apron 1 m thick comprising of loose stone

boulders weighing not less than 40 kg

beyond curtain wall.

35 Providing and laying in position Ready

Mixed M-300 grade concrete for

reinforced cement concrete work , using

cement content as per approved Design

Mix manufactured in fully automatic

batching plant and transported to site of

work in transit mixer for a lead up to

kms having continuous agitated mixer,

manufactured as per mix design of

specified grade for reinforced cement

concrete work including pumping of

R.M.C. from transit mixer to site of laying,

excluding the cost of centering shuttering

finishing and reinforcement including cost

of admixtures in recommended

proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve

workability without impairing strength

and durability as per direction of the

Engineer - in – charge

(A) Raft(Box) 10.00 Cum 5123.85

Signature of Contractor Executive Engineer

(B) Side wall( Box+ Parapet) 24.00 Cum 6515.52

(C) Top Slab(Box Approach slab) 28.00 Cum 5821.32

(d) Raft(Retaining Wall) 58.00 Cum 5354.00

(E) Stem(Retaining Wall) 47.00 Cum 7821.33

36 Providing and placing in position FE 500D 14.00 MT 72601.86

TMT. Bar reinforcement including, cutting,

bending hooking and tying complete as

per detailed drawings.(I) Solid Slab.(II)

37 Providing and laying - Fitter Media 409.00 Sq.meter 1180.34

600mm thick directed at the back of

abutments, returns and wing walls as per

detailed specifications.

38 Providing and laying Pitching on slopes 86.00 Cum 1051.41

laid over prepared filter media including

boulder apron laid dry in front of toe of

embankment complete as per drawing

and Technical specifications.

A)Stone/boulder

39 Providing & laying weep hole in 68.00 No. 45.81

Abutments, and returns by using A.C. pipe

of 100mm including laying in proper

grede and jointing the completed as per

detailed specification.

40 Providing and filling sand behind 38.00 Cum 538.85

abutments and between returns in layers

41 Providing and laying 40 mm Thick 3.00 MT 4649.41

Bituminous Concrete using crushed stone

aggregate BT chips as per required

gradation and using VG-10 asphalt as a

tack coat @ 2.5 kg / 10 sq.m and the VG-

40 grade asphalt at 5.40 % by total weight

of mix hot laid process using 100-120 TPH

batch type hot mix plant producing an

average output of 75 tonnes per hour

incl. transporting the mix and laying by

hydrostatic paver finisher with sensor

control to the required grade, level and

alignment, rolling with smooth wheeled,

vibratory and tandem roller and final

finish with pneumetice tyred roller as

direced to achieve the desired compaction

as per MoRT&H specifications clause

Signature of Contractor Executive Engineer

complete including cost of material

labour machinary equipment and fuel, oil.

Lubricant for plant and machinary using

contractor's own plant and machinanes

etc complete. The agency shall have to get

the mix design done from approved

laboratory and submit to the Engineer in

charge for approval. If the asphalt

(bituminous) content is more than above,

the agency shall have to bear the cost of

additional asphalt. The payment shall be

done on the permissible field density

achieved on the site instead of density

derived in the mix design

42 Providing P.V.C. 100 mm diameter water 2.00 No. 159.37

spouts including necessary iron gratings

as per drawings.

43 Providing uncoursed rubble stone 10.00 Cum 2232.63

masonry in Cement Mortar 1:5 for flooring

including curing pointing in Cement

Mortar 1:3 on exposed faces complete.

44 Providing and laying M15 grade Plain 46.00 Cum 3637.07

Cement Concrete with 20mm down

graded crushed stone aggregate for

Curtain Wall at upstream and downstream

of structures including all labour,

materials, machinery, transporting of

concrete from batching plant by transit

mixer, placing it in position, compacting

with needle vibrator, moist curing, all

leads and lifts, etc. complete as per

drawing, Technical Specification Section

1500,1700 and as directed by the

Total Amount Rs

Total Amount Rs

Signature of Contractor Executive Engineer

We agree to carry out the work at ______________________ % above the estimated tender

rates ___________________________________________ should be written in figures and words.

I / We agree to carry out the work at ______________________ % below the estimated

tender rates ___________________________________________ should be written in figures and

ESTIMATED AMOUNT ESTIMATED AMOUNT

Put to tender Rs. 3,97,62,130.74 Put to tender Rs.

Rupees in words : ___________ Rupees in words : _________________

1. (*) Please strike out whichever is not applicable. All work shall be carried out as per the

specifications of the GIDC or as directed.

2. All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3. Rate quoted included clearance of site (prior to commencement of work & at, its close) in all

respect & hold good for the work under all conditions, site moisture, weather etc.

4. I/We have read the tender/general specifications/ conditions and I/We agree to follow

same and binding to me/us.

(2) Kindly read the Online uploaded B1 Agreement – Schedule - C (Pg. no.48). Following

components wise details for Time Schedule of Completion.

(See clause No. 2)

Time Schedule, for completion of different designated parts of the work and rate of

liquidated damages to be paid by the Contractor, if he fails to complete the part of work

within stipulated time limit is as detailed below.

Time Schedule of Completion

Percentage liquidated

Percentage of time of the total time limit

of work damages

Road Work incl. Box culvert& Service Pipe

Signature of Contractor Executive Engineer