Construction of Pipe culvert in place of causeway from chainage 0/100 to 0/600 on Nava Bavahaji Volavi to Jamtha road, Taluka: Saraswati, District: Patan Pkg No.MMGSY/OWR/STR/PTN/01/2025-2026.

No Figures

1 Clearing and grubbing site/road/land including uprooting all vegetation, grass, bush shrubs, 1.12 Hectare 28455.09

saplings and trees with girth, removal of stumps of trees of girth of all sizes including removing

stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable

materials as directed by Engineer with all leads and lifts etc. complete as per specification.

before commencement and after completion of the work.

2 Dismentaling the existing structure including removing and stacking the dismentelled materials 1125.00 Cum. 974.66

as and where directed. (A) R.C.C. work

3 Demarkation of road alignment including marking out road line by providing and fixing wooden 0.73 Km. 2706.50

pegs or steel rod of required size at every 25 M to 50 M including excavating trenches ion both

sides of 0.30 m x 0.30m including supplying of labours and all materials for every work etc

4 Excavation for foundation of structures including dewatering, shoring and strutting as 13350.46 Cum. 535.45

necessary and backfilling the trenches with suitable excavated material in layers of 15 to

cms and disposing of remaining unsuitable material with all lifts and lead as directed and

preparation of bed for concreting of foundations etc. complete as directed by Engineer and as

per specification.

Soils of all types From 0 to 3m depth including ordinary earth, sand dry / wet soil, marine clay,

boulders, kankars, soft murrum, hard murrum, etc. For Wall

5 Providing and laying in situ ordinary cement concrete M-15 grade bedding concrete in 825.66 Cum. 3573.53

foundation including dewatering, shuttering, compacting, curing etc. complete true to level

and position as directed by Engineer and as per specification.

6 Providing and laying machine mixed M-25 grade Controlled cement concrete for cast-in-situ 9820.63 Cum. 5088.71

Retaining wall as per approved design and drawings, with necessary centering, shuttering,

scaffolding, transporting, placing, compacting by mechanical vibrators, finishing, curing and

casting as per drawing etc. complete excluding reinforcement as directed by Engineer and as

per specification. For Head Wall & RCC Wall

7 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D reinforcing 97.49 M.T 80363.52

bars of various diameters for the above all RCC works as per detailed designs and drawings and

schedule including cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost

of all labour, materials, tools, plants, equipments, supporting as required with all lifts and leads

etc. all complete as per specification and as directed by Engineer.

For Head Wall & RCC Wall

8 Providing and supplying ISI Standard R.C.C. pipes (of sulphate Resisting Cement) in standard 416.50 Rmt. 21095.87

lengths of NP4 class 2000 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. complete (IS - 458/1989)

Note : One collar should be supplied with each full length plain ended RCC pipe, cost included

in rates below. One rubber ring should be supplied with each full length socketed pipe, cost

included in rates below.

9 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1½ of Class NP4 and 2000 mm diameters in 416.50 Rmt. 656.50

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 ISI code.

10 Providing and laying in situ ordinary cement concrete M-15 grade concrete for Encasing and 2592.91 Cum. 3573.53

below PQC including dewatering, shuttering, compacting, curing etc. complete true to level

and position as directed by Engineer and as per specification.

11 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind Abutments and 2470.79 Cum. 561.88

returns and C.B.R. not less than 10% below sub base course, C=0 & Ǿ=30˚ including carriage of

material, spreading in uniform layer on prepare base watering & compacting with vibratory

roller at OMC incl. all labour etc. complete

Keystone Infrastructure, Ahmedabad

Item Rate in

Description of Item (with brief Specification and reference to book of specifications) Quantity Unit Amount

No Figures

12 Construction of granular sub-base (Grade I) 150 mm thick by providing coarse graded material 620.52 Cum. 1771.54

BTMC 53 mm to 26.5 mm ,BTMC 26.5 mm to 4.75 mm & Coarse sand , spreading in uniform

layers with motor grader on prepared surface, mixing by mix in place method with rotavator at

OMC, and compacting with vibratory roller to achieve the desired density, complete as per

MoRTH clause

Keystone Infrastructure, Ahmedabad

Item Rate in

Description of Item (with brief Specification and reference to book of specifications) Quantity Unit Amount

No Figures

13 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 mm size including 0.27 409.78 Cum. 2038.96

Cu.m. stone screening & 0.08 Cu.M. stone dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN static weight.100 mm thick compected.

14 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size including 0.12 608.84 Cum. 1840.08

Cu.M. Stone Screeing & 0.08 Cu.M. stone dust as filler including spreading, watering &

consolidation by vibratory roller 80KN to 100KN static weight. 75 mm thick compected.

15 Construction of 300mm thick un-reinforced, dowel jointed, plain cement concrete pavement 901.16 Cum. 7849.31

over a prepared sub base with concrete grade M40 and with OPC-53 grade cement

@440kg/cum, coarse and fine aggregate confirming to IS:383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip form paver, spread, compacted and

finished in a continuous operation including provision of contraction, expansion construction

and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to

lines and grades as per drawing etc. complete as per instruction on Engineer-in-charge.

16 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and 720.00 Cum. 1000.78

packingand filing in the interestices with quarry-spalls.

17 Road marking with Hot applied thermoplastic paint with refletririzing glass beads on bitumen 207.85 Sqm. 367.72

surface. Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including

Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface

applied glass beads as per IRC : 35 & 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 colour

marking should provide liminance cooficient on cement road shall be minimum 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 Warranties for

retroreflective shall be 2 years.

18 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high compressed 188.00 Nos. 375.72

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. (High Intensity grade)

19 Providing and fixing retro Reflective Hi Intensity Micro Prismatic Grade Board using 2mm 4.50 Sqm. 7610.66

Aluminum /4mm ACP,angle iron 75 x 75 x 6mm. Descaling and degreasing the board as per

requirement using epoxy reflactive process by screen painting as directed 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 7 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. (B)Class B Type-4(MDR/ODR) retro

reflective sheeting

20 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 2.00 Nos. 3906.19

/ 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings in black and white bends. The 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

blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for 7 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. (B) Class-B Type-4 Retro

Reflective sheeting

Keystone Infrastructure, Ahmedabad

Item Rate in

Description of Item (with brief Specification and reference to book of specifications) Quantity Unit Amount

No Figures

21 Regulatory / Mandatory Sign :-Providing and fixing sign boardsmade out of 2mm aluminium 2.00 Nos. 3540.12

sheet / 4mm ACP (Aluminumcomposite Panel); size 60 cms. Dia Circle as per design ofIRC-67-

2012. Pre treated with phospheting process & acidetching; coated with one coat of epoxy

primer and two coats ofbest quality epoxy paint ; reflectorised with High IntensityPrismatic

Grade retro refiectivesheeting of Type-4 as perASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr longstand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MSPipe as required and

frame fabricated from suitable size ironangle of 35 x 35 x 3mm; painted with bestquality

epoxycoatings in black and white bends. The details of symbol foreach board shall be as per the

instruction of engineer incharge. The fixing at site shall be in 1:2:4 CC blockof size 45 x45 x

Cms. for each leg including excavation, curingetc.complete under the supervision of engineer in

charge. Awarranty for 7 years for the Retro reflective sheeting fromoriginal manufacturer & a

certified copy of 3 year outdoorexposure test report from third party test lab for the

productoffered shall be submitted by contractor. (B) Class-B Type-4Retro Reflective sheeting.

22 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 2.00 Nos. 21287.51

4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as per design of IRC-67-

2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron angle of 50x50x5mm; painted with

bestquality epoxy coatings in black and white bends. The 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 blockof size

45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 7 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. (B) Class-B Type-4 Retro Reflective

23 Distance Informatory / Destination Sign :-Providing and fixing sign boards made out of 2mm 2.00 Nos. 18254.19

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x120 cms. rectangular as

per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x

5mm; painted with bestquality epoxy coatings in black and white bends. The 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 blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A warranty for 7 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. (B) Class-B

Type-4 Retro Reflective sheeting

24 Chevron sign :-Providing and fixing sign boards made out of1.5mm aluminium sheet / 3mm ACP 5.00 Nos. 3711.75

Aluminum composite Panel); size 60x50cm rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long

stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm; painted with bestquality epoxy coatings

in black and white bends. the details of symbol or inscription / numerals for each board shall be

as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size

x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 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. (A) Class-B Type-4 Retro Reflective

25 Providing and casting in situ controlled cement concrete M-250 for Kerb/ kerb blocks including 89.10 Cum. 4752.60

formwork curing and finishing, complete

26 Providing and supplying ISI Standard R.C.C. pipes (of sulphate Resisting Cement) in standard 34.00 Rmt. 6704.38

lengths of NP4 class 900 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. complete (IS - 458/1989)

Note : One collar should be supplied with each full length plain ended RCC pipe, cost included

in rates below. One rubber ring should be supplied with each full length socketed pipe, cost

included in rates below.

Keystone Infrastructure, Ahmedabad

Item Rate in

Description of Item (with brief Specification and reference to book of specifications) Quantity Unit Amount

No Figures

27 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1½ of Class NP4 and 900 mm diameters in 34.00 Rmt. 343.40

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 ISI code.

28 Earthwork for embankment including breaking clods, dressing with all lead and lift and 122.85 Cum. 186.39

including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

29 Providing and laying Bituminous grout base course 37.5 mm thick using asphalt VG-30 for tack 76.06 M.T. 2731.20

coat at the rate of 4 Kg./ 10 Sq.Mt. on WBM surface & 2.50 kg./10 Sq.mt on BT surface using

B.T. stone aggregates as per required gradation with the asphalt of VG-30 grade at the rate of

1.99 % i.e. 19.90 Kg. /M.T. by weight by mix including heating and mixing in drum mix plant,

transporting the mix spreading the same by paver finisher and consolidation by vibratory roller

including cost of all materials, fuel labours, tools and plant etc. using contractors own drum mix

plant etc. complete

30 providing and laying 37.50 mm thick compacted bituminous macadam using stone chips 0.66 107.25 M.T. 3163.09

Cum per M.T. mix. As gradation and using asphalt grade VG 30 for tack coat for 2.50 kg/10smt

on BT surface and mixing 35 Kg M.T. (L.e. 3.50 % of mix ) including heating the asphalt and

aggregate by continuous batching drum mix plant transporting mixed material and spreading

the same by paver finisher and consolidation by vibretory roller of 80 KN to 100 KN static

weight including the cost of labour oil lubricants etc using contractor's own machineries and

plants (using contractor's own Drum mix plant and machineries)

31 Providing & laying 20mm thick premix seal surfacing using specified graded machine crushed 44.85 M.T. 3670.01

aggregates withVG-30 grade bitumen at the rate of 5.1% i.e.51.0Kg/M.T. by weight mix

including heating & mixing in drum mix plant transporting the mix spreading the same by paver

finisher and consolidation by vibratory roller as per MORT&H specification including cost of all

materials fuel, labours, tools and plant etc. comp. and flushing sand @ rate of 0.30cmt/100smt.

32 Providing, laying, and compacting Hard Murrum for Road side shoulders including spreading in 26.00 Cum. 144.64

uniform thickness, rolling with vibratory roller 80-100kN static wt. to proper grade and camber

including watering etc. complete

Total =

Credit of Dismentaled Material

Total =

Estimated amount put to tender Estimated amount put to tender

Deduct…….…….………% below Add…….…….………% Above

Net Rs. _______________________________ Net Rs. _______________________________

In words ______________________________ In words ______________________________

1 The Contractor shall exhibition 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 labourcess 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 the reisa 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 The Contractor will have to submit the required all mix design at his own cost before execution as directed and to be approved from the engineer in

6 Credit of dismentaled material amount of Rs. 7,67,544.75 must be recovered from Contractor's 1st R.A Bill

Above all items of "BOQ" with Item Description, Unit, Rate & Amount have verified by me and found in order.

Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer

R & B (P) Sub Division R & B (P) Division R & B (P) Division

Patan Patan Patan

Keystone Infrastructure, Ahmedabad