Construction of PQC Service Road at Shilaj ROB and Shantipura FOB in Auda Area. (RW No.10/2026-27)

Name of Work :- Construction of PQC Service Road at Shilaj ROB and Shantipura FOB in Auda Area.

Item No. Qty. Description of Items Rate Per Amount

In Fig. In words

1 16345.00 Box cutting the road surface to proper slope and camber for 102.93 Rupees One Cmt

making a base for road work including removing the Hundred Two &

excavated stuff and depositing on the road side slope as Ninety Three Paise

directed up to all lead and lift.Box cutting would be cutting Only

in narrow width so special equpment for levelling and

rolling should be required.

2 1746.00 Earthwork for embankment including breaking clods, 169.44 Rupees One Cmt

dressing with all lead and lift and including watering rolling Hundred Sixty Nine

and consolidation of subgrade in layers at O.M.C. to & Forty Four Paise

required dry density including filling the depression which Only

occur during the process using power roller 8T to 10T.(E)

From Borrow area within 3.0KM. lead.

3 3772.00 Construction of 150 mm ThickGrannular sub base(GSB-I) 1476.62 Rupees One Cmt

by providing coarse graded material using B.T Metal Thousand Four

53mm to 26.5 mm @ 35 % ,26.5 mm to 4.75mm @ 25% Hundred Seventy Six

& Coarse sand @ 20 % in uniform layer with motor grader & Sixty Two Paise

on prepared surface mxing by mix in place method with

vibratory roller to achive the desired density complete as

per close 401.GSB-1 would be laying in narrow width so

special equpment for spreading,levelling and rolling should

4 825.00 Providing, laying, spreading and compacting graded stone 1533.18 Rupees One Cmt

aggregate to wet mix macadam specification including Thousand Five

premixing the Material with water at OMC in mechanical Hundred Thirty

mix plant carriage of mixed Material by tipper to site, Three & Eighteen

laying in uniform layers with paver in sub- base / base

course on well prepared surface and compacting with

vibratory roller to achieve the desired density.(compacted

200 mm thick in 2 layers of 100mm each)WMM would be

laying in narrow width so special equpment for

spreading,levelling and rolling should be required.

5 4125.00 Providing & applying evenly priming coat with bitumen 105.22 Rupees One Smt

Emulsion (SS1) on prepared surface of granular base Hundred Five &

including cleaning of road surface and sparying primer Twenty Two Paise

at the rate of 7.50 Kg. / 10 Smt using using mechanical Only

6 2866.50 Construction of 150 mm thick dry lean cement concrete 2103.07 Rupees Two Cum

Sub- base over a prepared sub-grade with coarse and fine Thousand One

aggregate conforming to IS: 383, the size of coarse Hundred Three &

aggregate not exceeding 25 mm, aggregate cement ratio not Seven Paise Only

to exceed 15:1, aggregate gradation after blending to be as

per table 600-1, cement content not to be less than 150 kg/

cum, optimum moisture content to be maintain during

construction, concrete strength not to be less than 10 Mpa

at 7 days, mixed in a batching plant, transported to site, laid

with a paver compacting with 8-10 tonnes vibratory roller,

finishing and curing as per MoRTH clause

7 5733.00 Construction of 300mm thick un-reinforced, dowel jointed, 6524.49 Rupees Six Cum

plain cement concrete pavement over a prepared sub base Thousand Five

with in M-40 grade of concrete with 53 grade cement , Hundred Twenty

coarse and fine aggregate conforming to IS 383, maximum Four & Forty Nine

size of coarse aggregate not exceeding 25 mm, mixed in a

batching and mixing plant as per approved mix design,

transported to site and mechanically laid with a fixed form

/ slip form paver, spread, compacted and finished in a

continuous operation includingfinish surface with surface

vibrator, floater and provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip,

dowel bar, tie rod, admixtures, hardner as approved, curing

compound, finishing to lines and grades as per drawing as

per MoRTH clause

8 386.00 Providing & Laying 50 mm Dense Bituminous Macadm (as 5140.69 Rupees Five MT

per IRC 37) in one leyers with Crushed stone aggregate and Thousand One

filler meterial as per gradation of MOST and bitumen Hundred Forty &

VG‐40 (40/60) at a rate of 45 Kg/MT (4.5%) by weight of Sixty Nine Paise

total mix for mixing & tack coat at 2.50 kg. /10 sq.m.on

B.T. Surface on each layers & using mix by hot laid

process including heating the asphalt and aggregate in

Batch mix plant transporting the mix and spreading the

same by electronic sensor paver and consolidation with

vibratory roller including. necessary fire wood oil.lubicant

labour and hire charges of required plant machinery

etc.complete as per technical specification clause

9 396.00 Providing and laying 40mm bituminous Concrete using BT 5984.07 Rupees Five MT

aggregate of approved quarry as per gradation of MOST Thousand Nine

and bitumen VG‐40 (40/60) at a rate of 55 Kg. per MT Hundred Eighty Four

(5.5%) by weight of mix by hot mix hot laid process & Seven Paise Only

including heatinf the asphalt and aggregate in batch mix

plant by transporting the mix and speading the same

electronic sensor paver and consolidation with vibratory

roller incl. necessary fir. wood oil lubricant. labour and hire

charges of required plant machinery etc.complete as per

Technical Specification clause

10 4125.00 Providing and laying Asphalt painting as wearing course 57.91 Rupees Fifty Seven Smt

using bitumen VG 40 @ rate of 5 Kg./10 sq.m. and stone & Ninety One Paise

dust 0.1 Cum/10 Sqm of road surface etc. complete as per Only

Technical Specifications.

11 1456.00 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Smt

reflectorising glass beads on bitumin surface providing and Hundred Sixty Seven

laying a hot applied thermoplastic compound 2.5 mm thick & Seventy Two

including reflectorising glass beads @ 250gms per sqm Paise Only

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 white

color marking should provide liminance coefficinet on

cemend road shalll be min 130 mcd/m2/lux and Asphalt

road shall be min 100 mcd/m2/lux during the service life

during the day 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. Warranty for the Retro reflectivity

should be two years.

12 1386.00 Supplying and fixing cat eye (Stimsonite) made out from 375.72 Rupees Three Nos

Acrilo beautile sterine injuction high compressed molding Hundred Seventy

with reflector made of MMC (prismatic type of size 12cm x Five & Seventy Two

6cm x 2.5cm) provided with bituminous adhesive 100g. Paise Only

with each unit for fixing. (High Intensity grade)

13 20.00 Raising of Existing manhole Item includes, cutting of 6914.89 Rupees Six Nos

existing road surround by Manhole by dimond cutter Thousand Nine

machine, dismantling of road in confined area by breaker Hundred Fourteen &

machine and carting of dismantled material. Item also Eighty Nine Paise

included necessary brick work to raise the manhole at road

level in CM 1:3 Item also included fixing of Manhole frame

at exact road level by using MaserEmaco S 488 trowelable

fibre reinforced thixotropic repair mortar material, Laying

of concrete made from MasterEmaco S 346 flowable micro

concrete material in desired thickness and laying of hot mit

bituminous material in upper layer and compaction of hot

mix bituminous material by Plate compactor machine. Rate

also included necessary plaster at inside of manhole in CM

1:3 in 20 mm thickness on raised brickwork.

14 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers &

Frames Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with

plastic cups. Frame : 560 mm ø clear opening, outer size

888x888x175 mm. On the upper periphery of frame 25 x

3mm wide MS flat should be well embed in concrete to

protect the edges of frame. FRC E.H.D.-35 manhole cover

& frame described as above.(Area of opening-0.25

sqm(0.56 dia),If opening of cover is more or less,rate will

be proportionaly more or less)

20.00 35 T.Capacity 2020.00 Rupees Two Nos

Thousand Twenty &

Estimated Amount put to tender Rs.

Rupees Five Crore Eighty-five Lac Eight Thousand Twenty-four Only

I/ We am/ are willing to carry out work at % above / below Estimated rates as mentioned.

Amount of my tender works out as under.

Estimated Amount put to tender Rs.

deduct / Add Rs.

Below / Above Rs.

Executive Engineer

AUDA, Ahmedabad.

Dated Signature of Contractor