Construction of New Major Bridge on Machhu-River-Wankaner- Bypass Road-SH-319 Road Km. 00+900 to 01+200 Dist. Morbi

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are

given to provide a common basis for bidding. The basis of payment will be the

actual quantities of work ordered and carried out, as measured by the Contractor

and verified by the Engineer and valued at the rates and prices tendered in the

priced Bill of Quantities, where applicable, and otherwise at such rates and prices

as the Engineer may fix within the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far

as it is otherwise provided under the Contract, include all constructional plant,

layout, supervision, materials, erection, maintenance, insurance, profit, taxes and

duties, together with all general risks, liabilities and obligations set out or implied

in the Contract.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed

to enter a rate or price shall be deemed to be covered by other rates and prices

entered in the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included

in the items provided in the priced Bill of Quantities, and where no Items are

provided the cost shall be deemed to be distributed among the rates and prices

entered for the related items of Work.

7. General direction and descriptions of work and materials are not necessarily

repeated or summarized in the Bill of Quantities. References to the relevant

sections of the contract documentation shall be made before entering rates or

prices against each item in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the

specification for Road and Bridge works. For building works specifications for

building are to be followed.

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 of the Instructions to Bidder.

10. Rock is defined as all materials which, in the opinion of the Engineer, required

blasting, or the use of metal wedges and sledgehammers, or the use of compressed

air drilling for its removal, and which cannot be extracted by ripping with a tractor

of at least 150 kw with a single rear mounted heavy duty ripper.

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief Quantity Unit Rate In Amount

No specification and reference to figures

book of specifications)

AS PER SEPARATE SHEET ATTACHED

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

(B) For Item Rate Tender (For above INR50Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ………………………………

(C)Net Tendered Amount (A-B) (in figure) ………………………………

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 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 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.

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs,

sapling and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of

unserviceable materials to be used of auctioned up to 1000 meters including removal of top

organic soil not exceeding 150 mm in thickness.

Carry out alignment survey work by total station including marking of centre line of the bridge

and various other component structures, taking ground levels and details of existing structures

within 40m from centre line, providing and fixing necessary reference pillars, establishing

bench marks, establishing foundation layout on ground, including submission longitudinal

section, cross section and report of survey work in three copies with soft copy in CD to

Engineer-in-charge as directed.

Diversion of water course, providing cofferdam and bund or island as may be necessary for

foundation and maintaining the same for the period as may be necessary, (F) Abutment Left

(including returns/ wing walls), (V) Pier Nos. (B) Diversion by cofferdanVIsland (F) Abutment

right (including returns / wing walls)

Carryout Geotech investigation work including drilling 150 mm dia bore holes in all sorts of

soil, ordinary rock and hard rock, upto maximum depth as mentioned, collecting undisturbed

samples and conducting standard penetration tests alternate at an interval of 1.5 to 2.0 m

depth, conducting all necessary laboratory tests as per IRC provision, showing bore log

4 locations, their RL of GL, for all type of classification and determination of soil parameters, 375.00 Rmt ₹ 1,111.00 ₹

including submission of report in three copies covering investigation data and recommendation

for SBC & providing all parameters as per IRC considering the design criteria, all as per

specification , as and where required and as per instruction of engineer in charge all sorts of

Excavation for foundation in sand, gravel, clay soft soils and murrum etc* including shoring,

5 strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth 4,302.00 Cum ₹ 511.11 ₹

upto 3.0 M. and lead upto 100m for 10 Cum.(Including RCC Retaining Wall Foundation)

Excavation for foundation in sand, gravel, clay soft soils and murrum etc* including shoring,

6 strutting dewatering as necessary and disposing of the excavated stuff as directed.(B) Depth 196.00 Cum ₹ 599.64 ₹

from 3.0 to 6.0 M.and lead upto 100m for 10 Cum

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut-off walls

7 including necessary shuttering laying, vibrating, ramming and curing complete (Pile Cap PCC, 100.00 Cum ₹ 3,772.18 ₹

Providing and casting in situ Ordinary cement concrete M-150 for R.C.C. Raft and cut-off walls

including necessary shuttering laying, vibrating, ramming and curing complete

Empty boring through all sorts of strata for providing R.C.C. Bored piles to required depth

9 required depth including providing necessary casing pipe with all plants and equipment as 2,564.00 Rmt ₹ 6,773.06 ₹

required complete.(1.5 dia)

Providing 6MM steel Liner for Pile / curbs and steining for wells including fabricating and

setting out as per detailed drawing as directed..

Providing and laying controlled cement concrete M35 grade in RCC bored piles of diameter as

below with 20mm down coarse aggregate of the required size for any depth including ramming,

vibrating, curing, finishing, transportation of required plant and machineries, with all required

plants & machineries, etc., all as per specifications and drawing. (Excluding reinforcement,

initial pile load test, routing load test and M.S. Liners but including temporary liners if required.)

Chipping and dressing of the RCC piles upto cut off level including cleaning of reinforcement

12 and removal of dismantled materials, etc. for providing pile caps as directed by Engineer-in- 136.00 Cum ₹ 930.35 ₹

charge and as per specification. (1500 mm. dia piles)

Load Test on Pile. (A) Carrying out Static load test (Cyclic Load test) as per standard

procedure laid down in the IS

Load Test on Pile. (B) Performing Integrity Test (low strain) on all vertical pile & Testing by

pulse echo or transient

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for Pile

cap etc with 20mm down coarse aggregate of the required size for any depth including

15 dewatering, scaffolding / centring, shuttering, mixing, placing in position, consolidating with 2,163.00 Cum ₹ 5,194.98 ₹

mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and placing in position FE 550D bar reinforcement for following items including

cutting bending hooking and tying complete as per detailed drawing. (A) Pile

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Providing and placing in position FE 550D bar reinforcement for following items including

cutting bending hooking and tying complete as per detailed drawing. (B) Pile Cap (A) Piers (B)

Abutments (C) R.C.C. Returns (C) Abutment cap & Dirt wall. (D) Pier Cap (E) Pedestal (F)

Sesmic Arreseter (A) R.C.C. Retaining Wall (A) Toe Wall/Retaining Wall

Providing and casting in situ controlled cement concrete M-35 for R.C.C. return as per

18 drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing 462.00 Cum ₹ 5,542.19 ₹

and finishing complete.(1) Abutment(more than 10 ton) (2) Pier ,Height 0.00 to 5.00 Mt

Providing and casting in situ controlled cement concrete M-35 for R.C.C. return as per

drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing

and finishing complete.(1) Abutment(more than 10 ton) (2) Pier , Height From 5.00 Mt to

Providing and casting in situ controlled cement concrete M-35 for R.C.C. work in pier

cap,abutment cap and dirt wall including controlled cement concrete M-250 bed blocks or

pedstals of required size below bearings as per detailed drawings, centering, shuttering,

scaffolding, wherever necessary, laying vibating, curing and finishing complete.

Providing and casting in situ controlled cement concrete M-40 for R.C.C. work in controlled

cement concrete for pedestals of required size below bearings as per detailed drawings,

centering, shuttering, scaffolding, wherever necessary, laying vibrating, curing and finishing

Providing and laying in position FE 550D TMT bar reinforcement including cutting, bending,

hooking and tying complete as per detailed drawings for the following.(A) Piers (B) Abutments

(C) R.C.C. Returns (C) Abutment cap & Dirt wall. (D) Pier Cap (E) Pedestal (F) Sesmic

Replacement of Elastomeric Bearings complete as per Technical Specification Size of Bearing

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to

24 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating 236.00 MT ₹ 8,729.43 ₹

at plant and all taxes (A) 10mm to 32mm dia bar

Providing and casting in situ or precast controlled Cement Concrete M-45 for prestressed

25 concrete work in Super structure including centering, shuttering, curing, scaffolding, ramming, 2,395.00 Cum ₹ 7,768.33 ₹

vibrating, finishing, lauching or shifting complete.

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Providing and casting in-situ ordinary cement concrete of M40 grade for RCC Crash barrier

26 with 20mm down coarse aggregate of the required size including formwork, placing in position, 249.00 Cum ₹ 4,761.56 ₹

consolidating with mechanical vibrators, curing, finishing, etc. complete.

Providing and casting in-situ ordinary cement concrete of M40 grade for RCC Parapat

27 including formwork, placing in position, consolidating with mechanical vibrators, curing, 117.00 Cum ₹ 4,761.56 ₹

finishing, etc. complete.

Providing and placing in position FE 550D TMT bar reinforcement including cutting, bending,

28 hooking, and tying complete as per detailed drawing.(B) T-Beam and Deck slab type of 607.00 MT ₹ 74,728.50 ₹

superstructure (I) Deck slab (II) Main and cross Girder

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to

29 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating 607.00 MT ₹ 8,729.43 ₹

at plant and all taxes (A) 10mm to 32mm dia bar

Providing and fixing in position to exact profile high tensile steel wires of required ultimate

strength including bending, cutting, tying providing necessary standard and anchorages,

sheathing, stressing, grouting, ducts as per detailed drawing including necessary plant and

machinery complete.. complete as per specification and as directed by Engineer.

Providing and filling in position Premoulded Asphalt joint filler Board 20mm size as directed by

Engineer in charge.

Providing and fixing in position fully moulded restrained elastometric Bearings as per detailed

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement

upto 70 mm, complete as per approved drawings and standard specifications to be installed by

the manufacturer/supplier or their authorised representative ensuring compliance to the

manufacturer's instructions for installation.

Providing and fixing 1.05 m high post and pipe railing as per detailed drawing including 3 coats

of painting to steel works complete as per Drawing and specifications.

Providing a Detachable Ladder made of SS for Climbing up and down from/to Inspection

Gallary as per Drawing and specifications.

Providing and casting in situ controlled cement concrete concrete M-150 for approach slab

cluding formwork curing and finishing complete.

Providing and casting in situ controlled cement concrete M-30 for approach slab including

formwork curing and finishing complete.

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Providing and casting in situ ordinary cement concrete M-20 for Kerbs/Kerb blocks below

Appraoch Slab including formwork, curing and finishing complete.

Providing and casting in situ controlled cement concrete M-40 for RCC average 100 mm thick

39 wearing coat laid as directed and including tamping, vibrating, finishing, curing and fillingin 397.00 Cum ₹ 5,694.69 ₹

joints with bitumen complete .

Providing and fixing in position FE 550D TMT bar reinforement including cutting, bending and

40 tying complete as per detailed drawings. (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. 36.00 MT ₹ 73,243.02 ₹

Approch slab.(D) Wearing Coat.

Providing fusion bonded Epoxy coating not less than 175 micron thickness and up to

41 micron to reinforcement bars as per IS-13620-1993/ASTM-775 M including testing of coating 1,309.00 MT ₹ 8,729.43 ₹

at plant and all taxes (A) 10mm to 32mm dia bar

Providing and laying rubble for appron and Side Slope Pitching (each stone weighting not less

than 40Kg.) including and packing and filing in the interestices with quarry-spalls.

Providing and laying filter media 600mm thick as directed at the back of abutments, returns

walls, retaining wall, etc as per technical specifications

Providing Weep holes in RCC abutment and returs by using A.C.pipe of 100 mm including

laying in proper grede and jointing the complete as per detail specification.

Providing and filling sand behind abutments and between returns & retaining wall in layers as

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for

foundation of RCC Retaining wall with 20mm down coarse aggregate of the required size for

any depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for

foundation of RCC Retaining wall with 20mm down coarse aggregate of the required size for

any depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position,

consolidating with mechanical vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary as per specification and

drawing.(1)5m Height

Providing and casting in-situ controlled cement concrete of M30 grade for RCC RCC Retaining

wall with 20mm down coarse aggregate of the required size for heights mentioned below

including, centring, shuttering, scaffolding wherever necessary,laying, placing in position,

48 consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good 49.00 Cum ₹ 5,787.56 ₹

the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per

drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-

charge, etc. complete as per specification.(1) 5m to 10m Height

Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier

49 with 20mm down coarse aggregate of the required size including formwork, placing in position, 41.00 Cum ₹ 5,694.69 ₹

consolidating with mechanical vibrators, curing, finishing, etc. complete.

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of

50 dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable 718.00 Cum ₹ 188.87 ₹

materials separately) By Mechanical Means (Bituminous courses)

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of

51 dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable 1,478.00 Cum ₹ 44.44 ₹

materials separately) By Mechanical Means (Granular courses)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including

cutting and loading in tippers, trimming bottom and side slopes, in accordance with

52 requirements of lines, grades and cross-sections, and transporting to the embankment location 1,105.00 Cum ₹ 109.24 ₹

with a lift upto 1.5 m and lead upto 1000 m as per MoRTH (5th Revision) Specification Clause

Earth work for embankment including breaking clods, dressing with all lead and lift, watering,

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

filling the depressing, which occurs during the process using power roller of 8 tonne to

tonne all as per MoRTH (5th Revision) Specification Clause

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Providing, laying, Granular sub base in required layer by providing Coarse graded material

Grading -VI using B.T.M.C. metal (CBR more than 30 % ) as per Table 400-1 of MORT&H

54 gradation including conveying the materials at site of work, mixing and spreading in to grade 1,086.00 Cum ₹ 1,210.99 ₹

and camber, watering and consolidating at OMC with vibratory roller including the cost of

materials, labours etc. complete, as per MoRTH (5th Revision) Specification Clause

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

specification including premixing the Material with water at OMC in mechanical mix plant

55 carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / 1,069.00 Cum ₹ 1,482.68 ₹

base course on well prepared surface and compacting with vibratory roller to achieve the

desired density.

Providing and laying Prime coat using slow setting Emulsion SS1 asphalt binder @ rate of

56 Kg./10 sq.m. of road surface using Emulsion pressure sprayer etc. complete including cost of 5,122.00 Sqmt ₹ 94.94 ₹

Emulsion asphalt as per MoRTH (5th Revision) Specification Clause

Earth work for embankment for SUBGRADE for Effective CBR 8.0% including breaking clods,

dressing with all lead and lift and including watering, required contain Lime mixing (to achive

57 effective CBR) rolling and consolidation of subgrade in layers at O.M.C. to required dry 3,646.00 Cum. ₹ 266.51 ₹

density, including filling the depressing, which occurs during the process using power roller of

tonne to 10 tonne all as per MoRTH (5th Revision) Specification Clause

Providing and laying Dense Bituminious Macadam of 50mm for D.B.M. with B.T. Aggregate as

per MORT&H specification and Bitumen VG-40 Grade for mixing@ 45.00 KG/MT i.e 4.5 % for

Grading II by total weight of mix heating and mixing the aggregate & asphalt in continuous

58 batch mix plant and transporting to site and spreading the same by sensor paver finisher & 589.00 MT ₹ 5,419.66 ₹

consolidation with vibratory roller including providing all materials equipments, tools & plant,

fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery batch

mix plant & sensor paver finisher etc. complete (Grading-II)

Providing and laying 40 mm thick of compacted Bituminous concrete using BT aggregate as

per MORTH specification and Bituminous asphalt Grade VG 40 for mixing @54.00 Kg /MT

of total Wt. of mix i.e. (5.40% of total weight mix) including heating and mixing aggregate &

59 asphalt by continuous batch mix plant and spreading the same by paver finisher including 767.00 MT ₹ 5,390.37 ₹

rolling, consolidation with Pnumetic Tyre roller with tonne vibratory roller & providing all

materials equipment's tools & plants, fire wood, oil kerossene,labour charges etc. complete

as per MoRTH (5th Revision) Specification Clause

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Supplying , stacking, spreading , rolling and watering hard murrum as directed for side

shoulder as directed with all lead & lift.

Providing G.I. 100mm diameter water spouts including necessary iron gratings as per

Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x

Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to

MORT&H specification for base/sub-base reinforcement having minimum tensile strength

63 40kN/m in the longitudinal and transverse direction, with 14kN/m and 28kN/m tensile strength 1,380.00 Sqmt ₹ 365.62 ₹

at 2% and 5% strain respectively in the longitudinal and transverse direction, junction

efficiency not less than 95% and with 38mm X 38mm mesh opening.

Carrying out load test of super structure as directed including all necessary materials plant

equipement, instruments, labour and arrangements for test directed.

65 Providing flood gauge marks on substructure as per design including painting complete. 90.00 Rmt ₹ 167.03 ₹

Providing and applying one coat epoxy phenolic primer of DFT 50 Micron and two coats of

epoxy phenolic coating of DFT 100 Microns each or any other equivalent epoxy coating system

to all concrete syrfaces exposed to atmosphere, substructure and superstructure including

cost of material, labour, transportation, scaffolding and prepairing the surfaces by cleaning,

washing, brushing, sand/grit blasting etc. complete and as directed by Engineer and as per

specs.(Paint shall be got approved from engineer and tested from approved lab).

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam

crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above

road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

67 centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be 646.00 Rmt ₹ 4,145.04 ₹

galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail

to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long

complete as per clause 811)

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet /

4 mm ACP (Aluminum composite Panel); size 90x30 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S T Specifications; l,8mtr

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

68 from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black 6.00 No's ₹ 3,666.30 ₹

and white bends. The details of symbol foreach board shall be as per theinstruction 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 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. (A) Class-C Type-11 Retro Reflective sheeting.

Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro refiectivesheeting of

Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron

69 angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. the 14.00 No's ₹ 4,681.35 ₹

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 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. (A) Class-C Type-11 Retro Reflective sheeting

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Road marking with hot applied 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

white color marking should provide liminance coefficinet on cemend road shalll be min

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.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers

made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens

capable of providing total internal reflection of the light entering the lens face and shall support

a load of 13635 kgs, tested in accordance to ASTM D 4280 Type H and complying to

Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06,

1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with

minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less

than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum

value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without

nails and using epoxy resin based adhesive as per manufacturers recommendation and The

color of the marker should be as per the IRC 35-2015 and as directed by Engineerin- charge.

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Flexible Median Marker : Providing and Fixing of Flexible Median Marker that are made of

tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to

provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in

height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall

be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used

for molding the Flexible Median Marker should survive impact load of 5kg continuously for

times at room temperature. The logo of the manufacturer shall be embossed on either side of

72 the body in the injection molding process. The Median Marker shall have flame like shaped 68.00 No's ₹ 271.69 ₹

body with,fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square,

with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC

2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective

sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected

with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The

Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as

mmended by manufacturer and Engineer in charge.

Portable Barricade in Construction Zone (Installation of a steel portable barricade with

horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm

73 angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white 92.00 No's ₹ 3,015.86 ₹

stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint,

complete as per IRC:SP:55-2001)

Regulatory/Mandatory signs : Providing and fixing sign boards made out of 2mm aluminium

sheet; size 60cms. diameter circle as per the design of IRC-67‘1977 pre treated with

phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised 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 3mm 75x75x6mm as required; painted with best quality 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 block of size 45 x 45 x 60cms. for each leg.

including excavation curing etc. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR).

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Diversion sign board -Providing & Fixing sign boards made out of 2mm aluminium sheet, size

180 x 60 cms. rectangle as per the attached drawing pre treated with phospheting process &

acid etching, coated with one coat of epoxy priemr and two coats of best quality epoxy paint

reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; Letters and

75 numerals should be as per 1RC-30-1968,3.1m long (2nos) stand post and frame fabricated 4.00 No's ₹ 6,798.92 ₹

from iron angle of 35x35x3mm, 50x50x5mm painted with best quality epoxy coatings in blak

and white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each

leg, including excavation curing etc. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR).

Men at work (2‘ x 2') sign :-Providing and fixing sing boards made out of 2mm aluminium

sheet; size 60 x 60cms. equare as as per the attached drawing, pretreated with phospheting

process &acid etching coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications;

76 3.10m long stand post and frame febricated from iron angele of 35 x 35 x3mm and 50 4.00 No's ₹ 3,534.54 ₹

x50x5mm as required . Painted with best quality epoxy coatings in black and white bends. The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including

excavation curing etc. complete under the supervision of engineer in charge,(A) Engineer

Providing and fixing Solar Blinker Light 300 mm dia, LED Aspect made of FRP/Poly carbonate

with battery backup fitted on 150 mm dia MS pipe - 3.0 meter long from the ground level,

firmly fixed to the ground by mean of properly designed foundation with M-15 grade cement

concrete 60cm x 60cm x 60cm, below ground level.

Providing and fixing Retro reflective film / sticker of approved colour and make on height

78 barrier/ Barricade, enabling structure etc. as directed by engineer in charge and as per 115.00 Sqmt ₹ 790.83 ₹

MORTH Specification.

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

Supplying installation testing & commissioning of Blinkers like for height barriers/Barricades

complete in all respect. It should be in working condition until the completion of project.

Payment should be done at 70% at the time of installation and 30% at the end of project. After

completion of work, it should be property of contractor.

Scarifying gravelled macadam or bitumen macadam surface 6.00 cm to 10.00 cm.depth

including stacking useful materials on road side and disposing off remaining stuff.

Dismantling the Existing Expansion Joint by Pneumatic Breaker without damaging to

the existing reinforcement and removal by cutting with Gas Cutter and Breaking of Concrete

up to 0.5 m on both side of joint by Mechanical means including Disposal of malba/

debris and Fixing of New Strip Seal Expansion Joint as per drawing including necessary

welding, rebaring, fixing of Shuttering & centring and Providing, laying, mixing, vibrating,

curing and roughening the surface of reinforced cement concrete (with ordinary Portland

cement @ 500 kg/m ^3) of grade 53 to required levels and shape at all height and depth

using 20 mm max size graded aggregate as specified and directed in repair of

expansion joints etc. with Ready Mixed (Automatic batch mix Plant) of M-50 grade(25Mpa

minimum 1 day.) rapid hardening type concrete and self - flowable properties with minimum

flow of 450 mm at the time of pouring with bonding coat between old and new concrete curing

complete as per the direction of the Engineer -in-Charge.

Lifting of super structure (Girder slab type , Solid slab, Box type or any other) using jacks,

power packs, packings and required equipment, tool, plants etc all. The lifting shall be done in

such a manner that, proper workmanship for replacement of bearing and pedestals can be

achieved. all safety measures for keeping the superstructure safe in lifted position must be

ensured. the rate includes lowering the superstructure after completion of repair works for

Piercap, Pedestals, Pier etc. The rate shall include all material , labour, jacks, power

packs, equipment, DG set for electricity, packings, levelling the surface using structural

steel plates etc. all complete as per satisfaction of engineer in charge.

Total amount: ₹

Total amount: ₹

Thirty Two Crore Thirty Eight Lakh Eighteen Thousand Eight

Total amount (In words):

Total amount (In words):

Hundred Forty One point Eighty Two

CONSTRUCTION OF NEW MAJOR BRIDGE ON MACHCHU RIVER WANKANER BYPASS ROAD (SH.-319) KM 00+900 TO 01+200 DIST. MORBI

BILL OF QUANTITY

Description of Item (with brief specification and refference to book of Total Amount

Description of Item (with brief specification and refference to book of Total Amount

Item No Total Quantity Unit Rate (Rs.)

specification) (in Rs.)

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

tender works out as under.

Estimated amount put toTender Rs…………………. Estimated amount put to tender Rs…......................

Add…….% above Rs…………………. Deduct…….% below Rs………………….

Net Rs……………….... Net Rs………………....

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division

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 billls.

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

4 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