pice-bid

Signature of the Contractor: - 3 - Signature of the Executive Engineer:

BILL OF QUANTITIES

Quantity Unit Rate Amount

Description In Figures In Words

1

(i) Earthen soil of all types cum

(ii) in soft rock cum

(iii) in hard rock cum

2

cum

3

cum

4

(i) M 40 RCC - For Bearing Pedestal cum

cum

cum

5

Name of Work : Construction of ROB cum Flyover on Junction of NH-8-B and NH8-E (Extn.) and at Railway crossing near Porbandar in Gujarat

Sr. No

Description of Item (with brief specification and reference to book of specification)

Earthwork in Excavation of foundation for structure complete as per drawing and Technical Specification Clause 304.

Plain cement concrete M 15 grade in levelling course complete as per Technical Specification Sections 1700, 2100 and 2700.

Structural cement concrete for reinforced concrete (M 35 grade) in foundation complete as per drawing and Technical Specification Section 1100.

Structural cement concrete for plain / reinforced concrete for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.

(ii) M 35 RCC - For Substructure ( all work from foundation level to top of footing )

(iii) M 35 RCC - For Substructure ( all work from top of footing to bearing pedestal )

Supplying , fitting and fixing bearings in position true to line and level complete as per drawing and Technical Specification Section 2000.




Sr. No


(i) POT/POT- PTFE bearing for tonne Tonne

6

cum

cum

cum

7

(a) Foundation ( with CPCC) MT

(b) Substructure( with CPCC) MT

(c) Superstructure (with CPCC) MT

Structural cement concrete for reinforced /reinforced concrete in superstructure including formwork, machinery, workmanship complete as per drawing and Technical Specification Sections 1500, 1700, 1800 and 2300.

(a) Cement concrete for RCC T beam with deck slab + RCC cross girders (M 35 grade) cast in situ including permanent formwork as per drawing and Technical Specification.

(b) Cement concrete for PSC T beam with deck slab + RCC cross gieders (M 45 grade) cast in situ including permanent formwork as per drawing and Technical Specification.

(c) Cement concrete for RCC Footpath (M 30 grade) cast in situ as per drawing and Technical Specification.

Providing and fixing in position Grade 415 TMT deformed bars reinforcement meeting all requirement of Fe 415 grade, applying anticorrosive treatment as per C.E.C.R.I. method complete as per drawing and Technical Specification Section 1600.




Sr. No


8

MT

9

cum

10

sqm

11

each

12

cum

13

Rm

14

(a) Filler Type as per Clause 2605 Rm

Rm

Low relaxation HT strands in post tensioned box girder/T-beam girder including sheathing, anchorages, prestressing and grouting complete as per drawing and Technical Specification Section 1800.

Providing and laying 50mm thick bituminous concrete wearing coat in two layers over the top of deck slab complete as per drawings and Technical Specification Section 500 and 2700.

Providing and laying a layer of 12mm thick mastic asphalt as per drawing and Technical Specification Section 500 and 2700.

Drainage spouts of 100 mm diameter complete as per drawing and Technical Specification Clause 2705.

Reinforced cement concrete M-40 crash barrier complete as per drawings and Technical Specification Section 1500, 1600, 1700 & 2700.

Providing ,fixing,erecting and painting 65 NB GI pipe on concrete crash barrier as per approved drawing and Technical Specification Section 2700.

Providing and laying expansion joints complete as per drawing & Technical Specification Section 2600.

(b) Strip seal capable of taking 40mm movement as per Clause 2607




Sr. No


15

Rm

16

sqm

Total Tendered Amount Rs. -------------------------------

Note: In Words ---------------------------------------------------------

1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB clause 14.1]3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern. [ITB Clause 27.1(a)].4

Providing and Laying PVC downtake pipe as per drawing and Technical specifications Clause A-16.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil grease, efflorescence and applying paint @ 1 litre for 2 sq.m as per Technical Specification Section 800.

Item for which no rate or price has been entered in will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer: ITB Clause 13.2 and GCC Clause 43.3).

Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern


BILL OF QUANTITIES



Approach Portion

1

Cum

2

Cum

3

Cum


Sr. No


Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)As per Technical Specification Section 300

Embnakment Construction with materail obtained from Borrow pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) with an average lead of 5.00 K.M.)As per Technical Specification Section 300

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)As per Technical Specification Section 400




Sr. No


4

Sqm

5

Cum

6

Cum

7

Sqm

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)As per Technical Specification Section 500

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, 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 clause 401) (i) For grading - I Material having CBR >30% As per Technical Specification Section 400

Wet Mix Macadam (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 carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)As per Technical Specification Section 400

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)As per Technical Specification Section 500




Sr. No


8

Sqm

9

Cum

10

Cum

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.As per Technical Specification Section 500

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bitumen 60/70 @ 3.3% , transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.As per Technical Specification Section 500

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP with 75 TPH using crushed aggregates of specified grading, premixed with bituminous binder of 60-70 @ 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification section 500 clause No. 507 complete in all respects.)




Sr. No


11

Cum

12

Cum

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-I, premixed with bituminous binder grade 60/70 @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification section 500 clause No. 509 complete in all respects

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant with 75 THP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Section 500 clause No. 509 complete in all respects)




Sr. No


13

Sqm

14

Sqm

15

(i) Information sign 800mm x 600mm No.

(ii) Cautionary sign 900 mm triangular No.

(iii) Mandatory sign 600 mm circular No.

(iv) Mandatory sign 900 mm octagon No.

Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular material which is to be retained by the wall.) As per Technical Specification Section 3100

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous 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 .The finished surface to be level, uniform and free from streaks and holes.)As per Technical Specification Section 800

Providing, fixing and erection of retro reflective sign boards made out of 2mm thick aluminum sheet including angle iron sign post as per drawings and Technical Specification section 800 Clause 801.




Sr. No


16

(i) 1200mm x 1800mm No.

(ii) 1500mm x 2400mm No.

17

No.

18

No.

Providing, fixing and erection of retro reflective Place identification sign boards made out of 2mm thick aluminum sheet including two angle iron sign posts as per drawings and Technical Specification section 800 Clause 801.

Providing and fixing sign boards made out of 2mm aluminum sheet/ composite panel size 60x45 cms rectangle plus 30x25 cms additional plate as per the drawing attached (IRC). Pretreated with phospheting process and acid etching; coated with one coat of epoxy premier and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35x35x3 mm & NB65 MS Pipe as required, painted with best quality epoxy coating in black and white bends. The details of numerals for each board shall be as per the instruction of the engineer incharge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60 cms for each leg. including excavation curing etc. complete under the supervision of engineer in charge.As per Technical Specification Section 800

Supply & fixing tubular gantry mounted overhead/ cantilever signs as per IRC: 67-2001 including thorough descaling, cleaning, priming and painting with two coats of epoxy paint (other than reflective portion), back side painted with gray colour, post above. As per Technical Specification Section 800




Sr. No


19

No.

No.

No.

(i) Erection of overhead gantry/ cantilever structure as per drawing including steel work in trusses, steel tubes, cutting, fixing in position with welding and bolted complete .

(ii) Sign board made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade retro-reflective sheeting fixed on iron frame as per drawing with additional bracing at every 600 mm c/c if any dimension exceeds 1200mm.

Providing and fixing road delineators complete as per drawings and Technical Specification Section 800 Clause 805.

(i) Triangular object marker 300mm equilateral triangle containing cluster of red reflector on frame of ISA 35mmx35mmx3mm with fixing on post made of ISA 40mmx 40mmx 5mm at 650 mm above ground level

(ii) Rectangular hazard marker 900mm x 300mm containing black and yellow zebra strips on frame of ISA 35mmx35mmx3mm with fixing on post made of ISA 40mmx 40mmx 5mm at 600 mm above ground level

(iii) Roadway Indicator 1000mm high made by 100mm square MS pipe containing rectangular reflector of 120mm x 80mm and alternate white and black bands of 150mm including coverage of reflector by 150mm high wire mesh




Sr. No


20

No.

21

Rmt

22

Cum

Anti-glare screen with 25 mm steel pipe framework fixed with circular and rectangular vans(Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 metre height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)As per Technical Specification Section 800

Providing and laying plain cement concrete grade M 15 as leveling course in drain and RCC retaining wall with all leads and lifts as per drawings and Technical Specification section 300, 1000, 1700 Clause 309 and Section 1700.




Sr. No


23

Cum

24

MT

25

26No.

27

No.


Note: In Words ---------------------------------------------------------

1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB clause 14.1]3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern. [ITB Clause 27.1(a)].

Providing and laying in position Plain/ Reinforced cement concrete M 20 grade cast in situ in walls and base of open lined surface drain, cover slab, head wall of pipe drain but excluding cost of reinforcement with all leads and lifts as per drawings and Technical Specification section 300 Clause 309 and Sections 1500, 1700 and 2900.

Providing and fixing in position Grade 415 TMT deformed bars reinforcement meeting all requirement of Fe 415 grade of IS 456 complete as per drawing and Technical Specification Section 1600.

providing and construction of reinforced cement concrete M 20 grade open catch pit/ gully pit with top cover including excavation, reinforcement, foundation concrete, backfilling complete as per drawings and Technical Specification Sections 1500, 1600 & 1700.

(i) 1.2m x1.2m x 1.6m (Typical and varies as per site conditions)

Supplying, fitting and fixing of RCC grating of size 600 mm x 600 mm on kerbs for entry of water as per drawings and as directed by the Engineer. As per Technical Specification Section 1500, 1600 & 1700.





Sr. No


4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1(b)].


BILL OF QUANTITIES



ROB

1

(i) Earthen soil of all types cum(ii) in soft rock cum(iii) in hard rock cum

2

cum

3

cum

4

(i) M 40 RCC - For Bearing Pedestal cum

cum

cum

5

(i) POT/POT- PTFE bearing for tonne Tonne


Sr. No


Earthwork in Excavation of foundation for structure complete as per drawing and Technical Specification Clause 304.

Plain cement concrete M 15 grade in levelling course complete as per Technical Specification Sections 1700, 2100 and 2700.

Structural cement concrete for reinforced concrete (M 35 grade) in foundation complete as per drawing and Technical Specification Section 1100.

Structural cement concrete for plain / reinforced concrete for sub structure including formwork, machinery and workmanship complete as per drawing and Technical Specification Sections 1500, 1700 and 2200.

(ii) M 35 RCC - For Substructure ( all work from foundation level to top of footing )

(iii) M 35 RCC - For Substructure ( all work from top of footing to bearing pedestal )

Supplying , fitting and fixing bearings in position true to line and level complete as per drawing and Technical Specification Section 2000.




Sr. No


6

cum

cum

cum

7

(a) Foundation ( with CPCC) MT

(b) Substructure( with CPCC) MT

(c) Superstructure (with CPCC) MT

8

MT

9

cum

Structural cement concrete for reinforced concrete in superstructure including formwork, machinery, workmanship complete as per drawing and Technical Specification Sections 1500, 1700, 1800 and 2300.

(a) Cement concrete for RCC T beam with deck slab + RCC cross girders (M 35 grade) cast in situ including permanent formwork as per drawing and Tech. Spn.

(b) Cement concrete for PSC T beam with deck slab + RCC cross gieders (M 35 grade) cast in situ including permanent formwork as per drawing and Tech. Spn.

(c) Cement concrete for RCC Footpath (M 30 grade) cast in situ as per drawing and Tech. Spn.

Providing and fixing in position Grade 415 TMT deformed bars reinforcement meeting all requirement of Fe 415 grade, applying anticorrosive treatment as per C.E.C.R.I. method complete as per drawing and Technical Specification Section 1600.

Low relaxation HT strands in post tensioned box girder/T-beam girder including sheathing, anchorages, prestressing and grouting complete as per drawing and Technical Specification Section 1800.

Providing and laying 50mm thick bituminous concrete wearing coat in two layers over the top of deck slab complete as per drawings and Technical Specification Section 500 and 2700.




Sr. No


10

sqm

11

each

12

cum

13

Rm

14

(a) Filler Type as per Clause 2605 Rm

Rm

15Rm

16

sqm

17each

18 Providing temporary Level crossing with diversion .LS


Note: In Words ---------------------------------------------------------

Providing and laying a layer of 12mm thick mastic asphalt as per drawing and Technical Specification Section 500 and 2700.

Drainage spouts of 100 mm diameter complete as per drawing and Technical Specification Clause 2705.

Reinforced cement concrete M-40 crash barrier complete as per drawings and Technical Specification Section 1500, 1600, 1700 & 2700.

Providing ,fixing,erecting and painting 65 NB GI pipe on concrete crash barrier as per approved drawing and Technical Specification Section 2700.

Providing and laying expansion joints complete as per drawing & Technical Specification Section 2600.

(b) Strip seal capable of taking 40mm movement as per Clause 2607

Providing and Laying PVC downtake pipe as per drawing and Technical specifications Clause A-16.

Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil grease, efflorescence and applying paint @ 1 litre for 2 sq.m as per Technical Specification Section 800.

Painting of structure number and span arrangement as per Technical Specification Section 800.




Sr. No


1

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB clause 14.1]

3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern. [ITB Clause 27.1(a)].

4


Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern [ITB Clause 27.1(b)].

BILL OF QUANTITIES

Name of Work : Construction of Bridge with Approahces across Damanganga River Connecting Nani Daman - Moti Daman, UT of Daman

Quantity Unit

Description

Section - A (General Items)

1 Section 200Lumpsum

2

Lumpsum

3

15 Rmt

4

126 Nos.

Section - B (Foundation)5

26.1 Tonne

6 Section

a) Well curb RCC M 35 grade 1005 Cum

b) Well steining CC M 30 grade 5000 Cum

c) Bottom plug C.C. M 30 grade 2310 Cum

d) Top/Intermediate plug CC M 30 grade 239 Cum

e) Well cap RCC M 35 Grade 2210 Cum

7 Section 1200

Sr. No


Referenc of MORTH

Specification

Clearing the site before commencement and after completion of work.

Marking out the centre line of bridge and various other components structures and complete lining out & levelling with theodolites levels, including constructing necessary masonary reference pillars for lines and levels and establishing necessary benchmark etc complete as directed.

Providing flood gauge marks on sub structure as per detailed specification including painting etc complete.

Providing masonary steps with cement pointing on approaches as directed (90cm long, 15cm height and 30 cm wide steps)

Section 1200 & 1900

Providing and laying cutting edge of mild steel for well foundation complete as per drawing and MORTH specification

Cement concrete for plain concrete/reinforced concrete complete as per drawing and MORTH Specification

1200, 1500 & 1700

Sinking of well through all types of soil and rock (other than pnematic method of sinking) complete as per drawing and MORTH Specifications (item includes all preparatory works required for sinking of well).

(a) In SoilPier -P1 & Abutment - A1 (10.0 m dia)

0.0 to 3.0 m 6 Rmt

3.0 to 6.0 m 6 Rmt

6.0 to 9.0 m 0.75 Rmt

Pier - P2 to P8 (11.0 m dia)0.0 to 3.0 m 16.5 Rmt

3.0 to 6.0 m 13 Rmt

6.0 to 9.0 m 12 Rmt

9.0 to 12.0 m 9.5 Rmt

12.0 to 15.0 m 3.9 Rmt

15.0 to 18.0 m 0.3 Rmt

Abutment - A20.0 to 3.0 m 3 Rmt

3.0 to 6.0 m 3 Rmt

6.0 to 9.0 m 3 Rmt

9.0 to 12.0 m 3 Rmt

12.0 to 15.0 m 0.45 Rmt

(b) Extra for rock 15 Rmt

8 Section 1200

4420 Cum

9 Section 1600

362 Tonne

10

515 Tonne

11

a) Average rate for bars of 20 mm to 32 mm dia181 Tonne

b) Average rate for bars of 10 mm to 16 mm dia181 Tonne

12

1210 Tonne

Sand filling in wells complete as per drawing and MORTH Specification

a) HYSD bar reinforcement in foundation complete as per drawing and MORTH Specification

Section 1200 & 1900

Providing steel liner for curbs and steining for wells including fabricating and setting out as per detailed drawing (item includes providing fabricating and laying in position steel floating caissons).

Technical Specification

2.3

Providing anti-corossive treatment to HYSD reinforcement with Fusion bonded epoxy coating (FBEC) as per Technical Specification


2.1

Load testing of wells for foundation including loading with necessary kentledge or any other suitable method as per detailed specifications and as directed.

13 Section 1200

60 No.

Section - C (Sub Structure)14

RCC M 35 gradea. Up to 5m height 752 Cum

b. From 5 to 10 metre 42 Cum

15 Section 1600

92 Tonne

16 Clause 2006

Fixed bearing 9450 Tonne

Free bearing 9450 Tonne

17 Clause 2607

125 Meter

18



Section - D (Super Structure)

19

M 50 gradeFor girders and slabs 4405 Cum

20 Section 1600

422 Tonne

Providing steel anchor dowels at the base of the well including drilling holes upto 1.50m depth in rock, placing the dowels in position and effectively grouting the holes. (25 mm dia steel rod of 3.0 m length grouted upto 1.5 m depth)

Section 1500 & 1700

Cement concrete of plain concrete/ reinforced concrete for substructure complete as per drawing & MORTH specification.

HYSD bar reinforcement in substructure complete as per drawing and MORTH Specification

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing suitable for biaxial movement as per drawing and MORTH Specification

Strip seal type of expansion joint including all necessary fixtures and anchorage assembly complete as per approved drawing and Standard manufacture's specification to be installed under supervision of a specialist manufacturer's representative

Technical Specification2.

3


Section 1500 & 1800

Cement concrete for prestressed concrete in superstructure complete as per drawing and MORTH Specificaiton (item includes footpath concrete with provision of 6 nos. -150 mm dia service holes).

HYSD bar reinforcement in super superstructure complete as per drawing and MORTH Specification

21 Section 1800

201 Tonne

22 Clause 509

Using cement as filler150 Cum

23 Clause 515

3000 Sqm

24

800 Rmt

25

1595 Sqm

26 Clause 2705

162 Each

27

27 Cum

28

28 Cum

29



30

200 Nos

Section - E (Approach Portion )31

130 Cum

High tensile steel wires/strands including all accessories for stressing, operations and grouting complete as per drawing and MORTH Specification

Asphaltic concrete wearing coat of 50 mm compacted thickness in two layer complete excluding tack coat as per drawing and MORTH Specification

Bitumen mastic wearing coat of 6 mm thick compacted excluding Tack coat, complete as per drawing and MORTH specification

Section 1500, 1600, 1700 &

2703

Reinforced cement concrete M-35 railing complete as per drawing and MORTH Specification


2.2

Providing and laying 22mm thick precast cement concrete chequered tiles on footpath over 20mm thick bed of cement mortar (1:3) complete as per drawing & MORTH Specification

Drainage Spouts complete as per drawing and MORTH Specification

Section 1500, 1600, 1700 &

2200

Reinforced cement concrete M-35 approach slab including reinforcement and form work complete as per drawing and MORTH Specification

Section 1500 & 1700

Plain cement concrete M 15 Ordinary grade levelling course below approach slab complete as per drawing and MORTH Specification


2.3


Providing and laying GI Anchor strap for fixing water main as per Technical Specification.

Providing and Laying filter media 600 mm thick as directed at the back of abutment, return and wingwall complete as per drawing and MORTH specification

32 Clause 301

61190 Cum

Compaction 33 Clause 305

40800 100Sqm

34 Clause 305

182795 Cum

Granular Sub-Base35 Clause 401

2640 Cum

Base36 Clause 406

By Mechanical Means2245 Cum

Bituminous construction

Earthwork excavation in soil unsuitable for road construction such as marshy soil including pumping out water, removal of the same and disposal as directed.

Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling on depression occuring during rolling

Earthwork in embankment by mechanical transport from borrow area selected soil with all lead and lift including excavation, loading and unloading is done mechanically and dressing of earth in layers not more than 250 mm loose thickness including watering the earth to bring the earth upto required O.M.C and rolling to specification with the use of vibrator roller with desired field density not less than 95 % of (modified) maximum dry density (IS 2720: Part -8) as per table 300.20 clause 305.30 of MORT&H specification including compensation for earth taken from private land (land to be arranged by the Contractor) royalty etc., complete

Providing, laying spreading and compacting specified graded sand, gravel or any other course material in sub base course including premixing the material at OMC in mechanical mixer and spreading in uniform layers base and compacting with power roller to achieve the desired density including all material labour, machinery, lighting, guarding, barrication and maintenance of diversion (using gravel without pug mill)

Providing laying, spreading and compacting stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water to OMC in mechanical mix (plug mill), carriage of mixed material by tipper to site laying in uniform layer in sub base/base course on a well prepared underbase and compacting with power vibratory roller of achieve the desired density including and maintenance of diversion etc., using paver

37 Clause 501

8970 Sqm

38 Clause 502

8970 Sqm

39 Clause 503

8970 Sqm

40 Clause 507

970 Cum

41 Clause 503

8790 Sqm

Cleaning the existing WMM road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment

Providing and applying prime coat over prepared surface of granular base with bitumen heated in bitumen boiler fitted with spray set(excluding cleaning of road surface)

Primer 10 kg/10 sqm for surface of low and medium porosity

Providing and applying tack coat on the prepared surface, heatingbitumen in boiler and spraving the bitumen with spray set fitted on bitumen boiler

On black topped surface Bitumen @ 5kg/10 sqm

Providing and laying dense bituminous macadam of 110 mm thickness in two layer each layer having 55 mm compacted thickness on prepared surface with specified graded crushed aggregates for base/binding course including loading of aggregates with F.E. loader heating of binder, aggregate and filler in drum mix plant transporting the mixed material in tipper to paver and laying mixed material with paver finisher to the required level and grade, rolling by power roller to achieve the desired density but excluding cost of prime/tack coat

A) In two layer, each layer of 55 mm compacted thickness with 4% bitumen with lead of mix material

Providing and applying tack coat on the prepared surface, heatingbitumen in boiler and spraving the bitumen with spray set fitted on bitumen boiler

On black topped surface Bitumen @ 5kg/10 sqm

42 Clause 509

355 Cum

43

1760 Rmt

44

1760 Rmt

45 Section 70027185 Sqm

46 Section 1700

1800 Rmt

Section - F ( Protection works)47

4860 Cum

48 Section 2500

(Stone weight not less than 40 kg) 11195 Cum

49 Section 2500

4650 Cum

Section - G (Soil Stabilization)50 Section 700

79145 Sqm

51 Section 2500

35620 Cum

Note:

1

Providing and laying bituminous concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen filler with aggregates in drum mix plant transporting the mixed material with tipper to paver and laying with mechanical paver finisher to the required level, Grades and rolling with power roller to achieve the desired dinsity excluding cost of primer/tack coat. (using cement as filler) 40 mm compacted thickness with 6.5% bitumen and 3% filler.

Section 810 & 1900

Providing and fixing in position single sided thrie beam rail system using roll formed sections comprising of posts, spacer channels and requisite no. of fasteners complete as per the specification given by manufactures & drawing.

Section 1500 & 1700

Precast cement concrete M 15 kerb including fixing at site.

Providing and laying Tar felt as capillary cut off for high embankment

Providing and constructing drainage chute and stilling basin complete in CC M-15 as per drawing of high embankment.

Section 2500

Filter material underneath pitching in slopes complete as per drawing and MORTH Specification

Pitching on slopes complete as per drawing and MORTH specificaiton

Laying apron comp. As per drawing and MORTH Specification

(Boulder in wire crates weight not less than 1561 kg)

Providing and laying Terram-200 KN or equivalent geogrid over subgrade in the aproaches for soil stabilization with overlap of 600 mm or as per manufacturers specifications whichever is higher.

900 mm thick granular filling with 40 mm and down grade size aggregate.

Item for which no rate of price has been entered in will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer: ITB Clause 13.2 and GCC Clause 43.3).

2 Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB clause 14.1]3 Where there is a discrepancy between the rate in figures and words, the rates in words will govern. [ITB Clause 27.1(a)].4 Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted

shall govern

BILL OF QUANTITIES

Name of Work : Construction of Bridge with Approahces across Damanganga River Connecting Nani Daman - Moti Daman, UT of Daman

Rate Amount

In Figures In Words

Total Tendered Amount Rs. -------------------------------In Words ---------------------------------------------------------

Item for which no rate of price has been entered in will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer: ITB Clause 13.2 and GCC Clause 43.3).

Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB clause 14.1]Where there is a discrepancy between the rate in figures and words, the rates in words will govern. [ITB Clause 27.1(a)].Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted

pice-bid

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