CONSTRUCTION OF BOX CULVERT, APPROACH C.C. & PROTECTION WALL IN KHARI RIVER BETWEEN ANGUTHALA TO VADVASA, TALUKA: DEHGAM, DIST: GANDHINAGAR

Name of work :- Construction of Box Culvert, Approach C.C. & Protection wall in Khari River between Anguthala to Vadvasa, Taluka: Dehgam, Dist:

BILLS OF QUANTITIES

Percentage Rate Tender (Up to INR 50 Cr.)

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.37 Hectare 28455.09

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (C) By mechanical means in area of

2 Demarkation of road alingment including marking out road line by providing and 0.15 Km. 2706.50

fixing wooden pegs or steel rod of required size at every 25 M to 50 M. including

excavating trenches ion both sodes of 0.30 m. x 0.30M. including supplying of

labours and all materials for every work etc. complete.

3 Excavation for foundation of structures including dewatering, shoring and strutting 3314.70 Cum. 526.15

as necessary and backfilling the trenches with suitable excavated material in layers

of 15 to 20 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

4 Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and 310.45 Cum. 3743.35

cut-off walls including necessary shuttering laying, vibrating, ramming and curing

5 Providing and laying machine mixed M-30 grade Controlled cement concrete for 642.84 Cum. 5431.37

cast-in-situ RCC Box 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 RCC Box

6 Providing and laying machine mixed M-25 grade Controlled cement concrete for 183.31 Cum. 5272.78

cast-in-situ RCC work 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 RCC Key / Curt

off wall, Head wall & Parapet

7 Providing and casting in situ controlled cement concrete M-40 for average 100 mm 56.88 Cum. 5663.16

thick wearing coat laid as directed including tamping, vibrating, finishing, curing and

filling in joints with bitumen complete.

8 Providing and fixing in position (Thermo mechnically Treated bars) TMT Fe550 D 141.31 M.T 80979.19

reinforcing 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.

9 Extra over rate for providing and applying corrosion resistance material on 141.31 M.T. 2575.50

reinforcement in difference structural elements of work as and when required or as

directed by engineer-in- charge including all material cost, application, machinery,

labor, testing and workmanship etc. completed

10 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete 33.00 Rmt. 141.40

as per drawing & Technical Specification.

11 Praviding Parapet of controlled cement concrete M-30 as per detailed drawing with 151.93 Cum 5431.37

necessary reinf including shuttering, laying, vibrating and finishing to line and level

complete. (Cast in Situ)

12 Providing and casting in situ controlled cement concrete concrete M-300 for 22.96 Cum 5362.73

approach slab including formwork curing and finishing complete.

13 Providing and laying rubble for appron (each stone weighting not less than 40Kg.) 500.48 Cum. 1071.51

including and packingand filing in the interestices with quarry-spalls.

14 Providing and laying machine mixed M-30 grade Controlled cement concrete for 770.41 Cum. 5431.37

cast-in-situ 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 RCC "U" type

wall & Toe wall

15 Providing and laying, Spreading & Compacting Coarse Clean Sharp Sand behind 1115.92 Cum. 946.14

Abutments and 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

16 Providing and laying weep holes in abutments and returns ny using A.C. pipe of 364.00 Nos. 89.20

100mm including laying in proper grade and joint in complate as per detailed

17 Providing and laying - 600mm thick Filter media directed at the back of abutments, 363.38 Sqm. 1262.74

returns and wing walls as per detailed specifications.

18 Providing and laying Extruded Biaxial Polypropylene Geo Grid as Per GOG R & B 1087.50 Sqm. 365.62

Dept. GR પરચ/૧ ૦૨ ૦૨ ૦/૧ ૨ ૯૩ /સી,તા.૧ ૭/૦૨ /૨ ૦૨ ૧ including laying in proper grade

and joint in complate as per detailed specification and Drawing.

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

19 Construction of granular sub-base (Grade I) 150 mm thick by providing coarse 263.75 Cum. 1470.56

graded material 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

20 Providing and laying compacted WBM of Grading-II 100 mm thick MCBT metal of 49.83 Cum. 1737.20

size 45 to 63mm in required layers including using 16% stone screening, 13.2mm

size and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. comp.

21 Construction of dry lean cement concrete Sub- base over a prepared sub-grade 166.85 Cum. 3091.30

with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate

not exceeding 25 mm, aggregate cement ratio not 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 determined during trial length

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 with electronic sensor,

compacting with 8-10 tonnes vibratory roller, finishing and curing.

22 Construction of 200mm thick un-reinforced, dowel jointed, plain cement concrete 324.67 Cum. 7950.18

pavement 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.

23 Dismentaling the existing structure including removing and stacking the 121.00 Cum. 955.41

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

24 Removing of existing pipeline incl. removal of specials, valves jointing material 11.00 Rmt. 172.71

including carting and stacking of removed material from site of work to the

department store as directed excl. excation and refilling

25 Providing and supplying ISI Standard R.C.C. pipes (of sulphate Resisting Cement) 24.00 Rmt. 5957.99

in standard lengths of NP3 class 1200 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.

26 Lowering, laying and jointing R.C.C. pipes in C.M. 1:1½ of Class NP3 and 1200 mm 24.00 Rmt. 444.40

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 ISI code.

27 Box cutting the road surface to proper slope and camber for making a base for road 441.00 Cum. 109.24

work including removing the excavated stuff and depositing on the road side slope

as directed upto 50Mt.lead.

28 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 mm size 121.52 Cum. 1737.20

including 0.12 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.

29 Earthwork for embankment including breaking clouds, dressing with all lead and lift 13.46 Cum. 177.91

and 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

30 Road marking with Hot applied thermoplastic paint with refletririzing glass beads on 225.79 Sqm. 367.72

bitumen surface. Providing and laying of Hot applied Thermoplastic compound

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.

31 Supplying and fixing cat eye made out from Acrilo beautile sterine injuction high 170.00 Nos. 375.72

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.

(High Intensity grade)

Keystone Infrastructure, Ahmedabad

Item Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

32 Providing and fixing retro Reflective Hi Intensity Micro Prismatic Grade Board using 12.00 Sqm. 7610.66

2mm 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

33 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 8.00 Nos. 3906.19

aluminium sheet / 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

34 Regulatory / Mandatory Sign :-Providing and fixing sign boardsmade out of 2mm 8.00 Nos. 3540.12

aluminium 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 60 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.

35 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm 8.00 Nos. 21287.51

aluminium sheet / 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

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

36 Distance Informatory / Destination Sign :-Providing and fixing sign boards made out 8.00 Nos. 18254.19

of 2mm 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

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 Description of Item (with brief Specification and reference to book of Rate in

Quantity Unit Amount

No specifications) Figures

37 Chevron sign :-Providing and fixing sign boards made out of1.5mm aluminium 8.00 Nos. 3711.75

sheet / 3mm ACP 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 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. (A) Class-B

Type-4 Retro Reflective sheeting

In words Rs. Three Crore Eighteen Lakh(s) Seventy Thousand Eight Hundred Fifteen and Eighty Eight Paisa Only.

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

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

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

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

Dahegam Gandhinagar Gandhinagar

Keystone Infrastructure, Ahmedabad