Upgradation and widening to Four lane of Chitrasani - Balaram - Ambaji Road From Km. 166/520 to 169/015 SH No. 54 Dist : Banaskantha (2nd Attempt)

Name of Work :- Upgradation and widening to Four lane of Chitrasani - Balaram - Ambaji Road From Km. 166/520 to

169/015 SH No. 54 Dist : Banaskantha

Memorandum showing item of work to be carried out

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[1] 3.560 Clearing and grubbing road land including uprooting rank 33343.94 Rupees Thirty Three Hecter

vegetation grass bushes,shrubs,sapling and trees girth up to 300 Thousand Three

mm removal of stumps of trees and disposal of unserviceable Hundred Forty Three

materials(D) By mechanical means in area of thorny jungle And Paise Ninety Four

[2A] 33605.420 Earthwork in cutting including preparing the slope and camber 170.76 Rupees One Hundred Cum

and stacking or utilising the cutting stuff in bank as directed Seventy And Paise

upto 200 Meters from the end of cutting with all lead and lift.(ii) Seventy Six Only

Rock not requiring blasting.

[2B] 74458.930 Earthwork in cutting including preparing the slope and camber 361.30 Rupees Three Cum

and stacking or utilising the cutting stuff in bank as directed Hundred Sixty One

upto 200 Meters from the end of cutting with all lead and lift.(iii) And Paise Thirty Only

Rock with Blasting.

[3] 14871.700 Construction of embankment with approved materials deposited 57.35 Rupees Fifty Seven Cum

at site from roadway cutting and excavation from drain and And Paise Thirty Five

foundation of other structures graded and compacted to meet Only

requirement of table 300-2.

[4] 22046.790 Construction of Subgrade with approved materials deposited at 57.35 Rupees Fifty Seven Cum

site from roadway cutting and excavation from drain and And Paise Thirty Five

foundation of other structures graded and compacted to meet Only

requirement of table 300-2.

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[5] 9123.590 Construction of granular sub-base 200mm thick by providing close 745.14 Rupees Seven Cum

graded Material, mixing in a mechanical mix plant at OMC, Hundred Forty Five

carriage of mixed Material to work site, spreading in uniform And Paise Fourteen

layers with motor grader on prepared surface and compacting Only

[6] 11434.260 Providing, laying, spreading and compacting graded stone 769.81 Rupees Seven Cum

aggregate to wet mix macadam 250 mm thick in two layers Hundred Sixty Nine

specification including premixing the Material with water at OMC And Paise Eighty One

in mechanical mix plant carriage of mixed Material by tipper to Only

[7] 45372.000 Prime coat (Providing and applying primer coat with bitumen 65.65 Rupees Sixty Five And Sqm

emulsion SS-1 Grade on prepared surface of Granular Base Paise Sixty Five Only

including clearing of road surface and spraying primer at the rate

of 0.70 kg/sqm using mechanical means.)

[8] 5478.000 Providing and laying 50 mm Thick Bitumious Mecadam B.T. 2199.89 Rupees Two MT

Aggregate as per MORT & H specification and Bitumen VG-30 Thousand One

Grade for tack coat @ 2.50 Kg./10 smt. with Mechanical sprayer & Hundred Ninety Nine

Bitumen Grade VG-30 ) for mixing @ 34 Kg./Mt. i.e. 3.40 % by And Paise Eighty Nine

[9] 2863.500 Providing and laying 25 mm thick (Compacted ) Semi -dence 2819.74 Rupees Two MT

Bituminous concrete on exiting bituminous surface and using Thousand Eight

specified graded black trapped machine crushed aggregate with Hundred Nineteen

5% Bitumen Vg-30 - 60/70 grade bitumen by Wt of total mix as per And Paise Seventy

[10] 4428.000 Excavation for foundation upto 1.5 m depth including sorting out 240.86 Rupees Two Hundred Cum

and stacking of useful materials and disposing off the excavated Forty And Paise

stuff upto 50 Meter lead.(D) Soft Rock not requiring Blasting Eighty Six Only

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[11] 738.000 Providing and casting in situ Ordinary Cement Concrete M-150 for 2878.64 Rupees Two Cum

levlling including necessary shuttering laying, vibrating, ramming Thousand Eight

and curing complete. Hundred Seventy

Eight And Paise Sixty

[12] 553.500 Providing and casting in situ Ordinary Cement Concrete M-200 for 3536.50 Rupees Three Cum

R.C.C. Raft and cut-off walls including necessary shuttering laying, Thousand Five

vibrating, ramming and curing complete. Hundred Thirty Six

And Paise Fifty Only

[13] 2236.300 Dismantling of flexible pavements and disposal of dismantled 228.11 Rupees Two Hundred Cum

materials with all leads and lifts, stacking serviceable and Twenty Eight And

unserviceable materials separately by Mechanical Means Paise Eleven Only

[14] 0.000 Providing, laying and jointing NP-4 900 mm Dia. (as per IS:458- Rupees Nil

2003) Pipes for Utility Crossing, complete as per drawing and

Technical Specifications Section 2900 and IRC : SP No.13 -

a 90.000 a) NP-4, 900 mm Dia at Utility Crossing 2901.61 Rupees Two Rmt

Hundred One And

Paise Sixty One Only

b 9.900 b) Plain Cement Concrete for Pipe (M-15) 2878.64 Rupees Two Cum

Hundred Seventy

Eight And Paise Sixty

c 175.500 c) Excavation for Pipe 240.86 Rupees Two Hundred Cum

Forty And Paise

Eighty Six Only

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

d 44.300 d) Excavation for Chamber Rupees Two Hundred

Forty And Paise

Eighty Six Only

e 2.820 e) Plain Cement Concrete for Chamber (M-15) 2878.64 Rupees Two Cum

Hundred Seventy

Eight And Paise Sixty

f 3.270 f) RCC for Raft (M-25) 3536.50 Rupees Three Cum

Hundred Thirty Six

And Paise Fifty Only

g 2.730 g) RCC for top slab (M-25) 3536.50 Rupees Three Cum

Hundred Thirty Six

And Paise Fifty Only

h 8.640 h) RCC for Wall (M-25) 3536.50 Rupees Three Cum

Hundred Thirty Six

And Paise Fifty Only

I 0.370 i) HYSD Bar 60709.20 Rupees Sixty MT

Hundred Nine And

Paise Twenty Only

[15] 4660.000 Providing and fixing pre-cast concrete kerb stone of gray cement 279.51 Rupees Two Hundred Rmt

based concrete block 30cm length,30cm height and 15cm thick of Seventy Nine And

M250 grade concret as per approved design and including Paise Fifty One Only

excavation for fixing in proper line and level,filling the joint with C

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[16] 1277.000 Painting Two Coats on New Concrete Surfaces (Painting two coats 60.77 Rupees Sixty And Sqm

after filling the surface with synthetic enamel paint in all shades on Paise Seventy Seven

new plastered concrete surfaces) On Kerb and Cycle Track Only

[17] 140.000 Provision of an Reinforced cement concrete new jersey crash 3722.36 Rupees Three Rmt

barrier atthe medians, constructed with Reinforced Cement Thousand Seven

Concrete with HYSD reinforcement conforming to conforming Hundred Twenty Two

MoRT&H Specification and as per details given IRC -119 (Fig.-26) And Paise Thirty Six

[18] 140.000 Providing and erecting a Road Restraint System Roller System 72019.10 Rupees Seventy Two Rmt

Barrier ETI Roller System H1 & H2 comprising of post of hot dip Thousand Nineteen

galvanized,steel of 139.8 mm diameter (L-2200 and L- And Paise Ten Only

750)thickness 4.5 mm spaced with interval of 1meter installed into

[19] 0.000 Retro- reflectorised Traffic signs (Providing and fixing of retro-

reflectorised cautionary, mandatory and informatory sign as per

IRC :67 made of encapsulated lens type reflective sheeting vide

clause 801.3, fixed over aluminium sheeting, 1.5 mm thick su

(i) 11.000 90 cm equilateral triangle 3666.81 Rupees Three Nos.

Hundred Sixty Six And

Paise Eighty One Only

(ii) 3.000 90 cm circular 3666.81 Rupees Three Nos.

Hundred Sixty Six And

Paise Eighty One Only

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

(iii) 0.000 60 cm circular 3331.29 Rupees Three Nos.

Hundred Thirty One

And Paise Twenty

(iv) 3.000 90 cm octagon 5235.74 Rupees Five Nos.

Hundred Thirty Five

And Paise Seventy

(v) 0.000 80 x 60 cm Rectangular 5335.88 Rupees Five Nos.

Hundred Thirty Five

And Paise Eighty Eight

(vi) 182.000 50 x 60 cm Cheveron 4041.71 Rupees Four Nos.

Thousand Forty One

And Paise Seventy

(vii) 5.000 Supplying & fixing jumbo bollard sign swiss style made out of 1.5 4450.85 Rupees Four Nos.

m thick C.R.C. sheet height 188cms. Bottom diameter 30cms. Top Thousand Four

diameter 18cms. With direction plate of 45cms. Diameter Hundred Fifty And

fabricated asper attacged drawing, pretreated with phospheting Paise Eighty Five Only

(viii) 3.000 Place Identification Sign :-Providing and fixing sign boards made 13186.49 Rupees Thirteen Nos.

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Thousand One

Panel); size 150x90 cms. rectangular as per design of IRC-67-2012. Hundred Eighty Six

Pre treated with phospheting process & acid etching; coated with And Paise Forty Nine

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

(ix) 7.200 Direction (Junction) Sign :-Providing and fixing sign boards made 19250.77 Rupees Nineteen Sqm.

out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Thousand Two

Panel); size 244x122 cms. rectangular as per design of IRC-67- Hundred Fifty And

2012. Pre treated with phospheting process & acid etching; coated Paise Seventy Seven

(x) 28.000 Hazard Marker Sign :-Providing and fixing sign boards made out of 2698.75 Rupees Two Nos.

2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Thousand Six

Panel); size 90x30 cms. rectangular as per design of IRC- 67-2012. Hundred Ninety Eight

Pre treated with phospheting process & acid etching; coated with And Paise Seventy

(xi) 4.000 Standard Delineator: Providing and fixing of Standard Metal 956.08 Rupees Nine Hundred Nos.

Delineator consisting of minimum retro reflective unit exposed Fifty Six And Paise

area of 330 cm2 white color, full cube corner micro prismatic non- Eight Only

metallic retro reflective sheeting on each side conforming with IR

[20] 2159.000 Road marking with hot applied thermoplastic paints with 253.70 Rupees Two Hundred Sqm

reflectorising glass beads on bitumin surface providing and laying a Fifty Three And Paise

hot applied thermoplastic compound 2.5 mm thick including Seventy Only

reflectorising glass beads @ 250gms per sqm area, thickness of

[21] 0.000 Precast Stone

(i) 0.000 5th kilometre stone (precast)

0.000 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 1376.86 Rupees One Nos.

including necessary reinforcement as per I.R.C. type design in C.C. Thousand Three

1:4:8 including painting,lettering etc. complete (For N.H., S.H. and Hundred Seventy Six

M.D.R.) And Paise Eighty Six

(ii) 0.000 Ordinary Kilometer stone (Precast)

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

6.000 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 890.64 Rupees Eight Nos.

including necessary reinforcement as per I.R.C. type design in C.C. Hundred Ninety And

1:4:8 including letter and paints etc. complete (For N.H., S.H. and Paise Sixty Four Only

(iii) 0.000 Hectometer stone (Precast)

20.000 Providing and fixing Pre Cast hectometer stone as per I.R.C. type 336.20 Rupees Three Nos.

design including painting, lettering etc. com plate. (II) Fixing in Hundred Thirty Six

C.C.1:5:10 And Paise Twenty

[22] 1602.000 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 308.99 Rupees Three

Raised Pavement Markers made of polycarbonate and ABS Hundred Eight And

moulded body and reflective panels with micro prismatic lens Paise Ninety Nine

capable of providing total internal reflection of the light entering Only

[23] 9840.000 Type-A, "W" : Metal Beam Crash Barrier (Providing and erecting a 2899.90 Rupees Two Rmt

"W" metal beam crash barrier comprising of 3 mm thick Thousand Eight

corrugated sheet metal beam rail, 70 cm above road/ground level, Hundred Ninety Nine

fixed on ISMC seirs channel vertical post, 150 x 75 x5 mm spaced 2 And Paise Ninety Only

[24] 17.000 Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect 19258.47 Rupees Nineteen Nos.

made of FRP/Poly carbonate with battery backup fitted on 150 Thousand Two

mm dia MS pipe - 3.0 metre long from the ground level, firmly Hundred Fifty Eight

fixed to the ground by mean of properly designed foundation with And Paise Forty Seven

[25] 25138.280 Providing and fixing pre-cast inter locking concrete block 60 mm 627.56 Rupees Six Hundred Sqm.

thick with grade of concrete M30 pneumatic compressed by Twenty Seven And

mechanically pressed and as per approved design Paise Fifty Six Only

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[26] 879.840 Sandbed for Paverblock of 35 mm thicknses 341.79 Rupees Three Cum

Hundred Forty One

And Paise Seventy

[27] 0.000 Dual Arm Street Light Rupees Nil

(a) 82.000 Street Lighting (Providing and erecting street light mounted on a 62146.67 Rupees Sixty Two Nos

steel circular hollow pole of standard specifications for street Thousand One

lighting, 9 m high spaced 30 m apart, 1.8 m overhang on both sides Hundred Forty Six

fixed in the median, fitted with sodium vapour lamp and f And Paise Sixty Seven

(b) 482.160 Excavation for Foundation of light poles up to 3m depth 240.86 Rupees Two Hundred Cum

Forty And Paise

Eighty Six Only

(c) 16.470 PCC For Foundation of light poles 2878.64 Rupees Two Cum

Hundred Seventy

Eight And Paise Sixty

(d) 54.440 RCC For Foundation of light poles 3909.09 Rupees Three Cum

Hundred Nine And

Paise Nine Only

[28] 12641.480 Excavation for foundation upto 1.5 m depth including sorting out 240.86 Rupees Two Hundred Cum

and stacking of useful materials and disposing off the excavated Forty And Paise

stuff upto 50 Meter lead.(D) Soft rock not requiring Blasting. Eighty Six Only

[29] 532.580 Providing and casting in situ Ordinary cement concrete M-150 for 2878.64 Rupees Two Cum

R.C.C. Raft and cut-off walls including necessary shuttering laying, Thousand Eight

vibrating, ramming and curing complete. Hundred Seventy

Eight And Paise Sixty

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[30] 811.830 Flexible Apron :Construction of flexible apron 1 m thick comprising 961.21 Rupees Nine Hundred Cum

of loose stone boulders weighing not less than 40 kg beyond Sixty One And Paise

curtain wall. Twenty One Only

[31] 3020.440 Providing and laying in position Ready Mixed M-300 grade 4109.26 Rupees Four Cum

concrete for reinforced cement concrete work , using cement Thousand One

content as per approved Design Mix manufactured in fully Hundred Nine And

automatic batching plant and transported to site of work in transit Paise Twenty Six Only

[32] 306.310 Providing and placing in position FE 500D TMT. Bar reinforcement 60240.97 Rupees Sixty MT

including, cutting, bending hooking and tying complete as per Thousand Two

detailed drawings.(I) Solid Slab.(II) Deck Slab. Hundred Forty And

Paise Ninety Seven

[33] 7514.020 Providing and laying - Fitter Media 600mm thick directed at the 666.86 Rupees Six Hundred Sqm

back of abutments, returns and wing walls as per detailed Sixty Six And Paise

specifications. Eighty Six Only

[34] 778.160 Providing and laying Pitching on slopes laid over prepared filter 891.03 Rupees Eight Cum

media including boulder apron laid dry in front of toe of Hundred Ninety One

embankment complete as per drawing and Technical And Paise Three Only

specifications. Stone/boulder

[35] 3684.000 Providing & laying weep hole in Aburtments, and returns by using 46.65 Rupees Forty Six And NO.

A.C. pipe of 100mm including laying in proper grede and jointing Paise Sixty Five Only

the completed as perdetailed specification.

[36] 2390.240 Providing and filling sand behind abutments and between returns 319.05 Rupees Three Cum

in layers as directed. Hundred Nineteen

And Paise Five Only

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[37] 309.695 Providing & laying 65mm thick Wearing Coat on top surface of 5019.63 Rupees Five Cum

structure as per drawing & instruction of Engineer-in-charge. Thousand Nineteen

And Paise Sixty Three

[38] 22.000 Provding P.V.C. 100 mm diameter water spouts including 133.92 Rupees One Hundred No.

necessary iron gratings as per drawings. Thirty Three And

Paise Ninety Two

[39] 278.160 Providing uncoursed rubble stone masonry in Cement Mortar 1:5 1466.53 Rupees One Cum

for flooring including curring pointing in Cement Mortar 1:3 on Thousand Four

exposed faces complete. (upto 10 ton) Hundred Sixty Six And

Paise Fifty Three Only

[40] 456.425 Providing and laying M15 grade Plain Cement Concrete with 2878.63 Rupees Two Cum

20mm down graded crushed stone aggregate for Curtain Wall at Thousand Eight

upstream and downstream of structures including all labour, Hundred Seventy

materials, machinery, transporting of concrete from batching plant Eight And Paise Sixty

[41] 264.140 Dismantling (Pipe Culvert/Slab Drain) 500.59 Rupees Five Hundred Cum

And Paise Fifty Nine

[42] 579.830 Providing and laying plain cement concrete 1:3:6 (1-Cement : 3- 2878.64 Rupees Two Cum

coarse sand : 6-hand broken stone aggregates 40 mmnominal size) Thousand Eight

and curing complete excluding cost of formwork in (A) Foundation Hundred Seventy

and Plinth (upto 10 ton) Eight And Paise Sixty

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[43] 8106.330 Providing and casting in situ ordinary cement concrete M. 300 mix 4109.26 Rupees Four Cum

and providing necessary pin headers including shuttering Thousand One

scaffolding laying vibrating curing and finishing complete. Without Hundred Nine And

V-Grooves. (A) All Height. Paise Twenty Six Only

[44] 891.700 Providing and laying in position FE 500D TMT bar reinforcement 60709.20 Rupees Sixty MT

including cutting, bending, hooking and tying complete as per Thousand Seven

detailed drawings for the following.(A) Piers (B) Abutments (C) Hundred Nine And

R.C.C. Returns Paise Twenty Only

[45] 1632.500 Earth work in excavation of foundation of structures as per 240.86 Rupees Two Hundred Cum

drawing and technical specification, including setting out, Forty And Paise

construction of shoring and bracing, removal of stumps and other Eighty Six Only

deleterious matter, dressing of sides and bottom and backfilling

[46] 230.000 Gabion facia unit size of 1.0 m X 1.0 m are made with a hexagonal 1322.42 Rupees One Cum

wire mesh Thousand Three

Hundred Twenty Two

And Paise Forty Two

[47] 304.000 Non Woven Geotextile as filter media 638.53 Rupees Six Hundred Sqm

Thirty Eight And Paise

Fifty Three Only

[48] 2165.300 Geogrid as Primary Reinforcement 588.03 Rupees Five Hundred Sqm

Eighty Eight And Paise

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

[49] 12.000 Gabion apron unit size of 2.0 m X 0.3 m are made with a hexagonal 1297.59 Rupees One Cum

wire mesh. Thousand Two

Seven And Paise Fifty

[50] 6480.000 Providing and constructing gabain structures for erosion control, 1322.42 Rupees One Cum

river training works and protection works with wire crates of size 1 Thousand Three

m x 1 m x 1 m each divided into 1m compartments by cross Hundred Twenty Two

netting, made from 4 mm galvanised steel wire @ 32 kg per 10 And Paise Forty Two

Rupees Twenty Nine Crore Three Lakh(s) Thirty Three Thousand Six Hundred Ninety Two And Paise Seventy Six Only

Dated Signature of Contractor. Executive Engineer

R&B Division, Palanpur

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of

the estimated rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more or estimated quantities

In Figure In Words

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

5 Amount Rs. 2982709.54 for Credit for Materials of Diversion shall be deducted from running account bill

Dated Signature of Contractor. Executive Engineer

R&B Division, Palanpur