NCB_9_BOQ-Part A-B

Bill of Quantities

Section 7 Page - 264 of 430

Bidder Chief Engineer cum-Project Director,

State Roads Project, Nirman Bhawan,

Shimla-171002 (H.P)

Section VII

Bill of Quantities (Part A) and (Part B)

Bill of Quantities




Shimla-171002 (H.P)

� Bill of Quantities (Part A)

Bill of Quantities




Shimla-171002 (H.P)

BILL OF QUANTITIES

A. PREAMBLE

1. The Bill of Quantities shall be read in conjunction with the Instructions to Bidders, General Conditions of Contract, Technical Specifications and Drawings, Schedules, Annexure and Addenda.

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 bid in the priced Bill of Quantities except insofar as it is otherwise, provided under the Contract, include all constructional plant, labour, supervision, materials, all temporary works and false works, erection, maintenance, Insurance, establishment and over head charges, profit, taxes and duties together with all general risks, liabilities and obligations set out or implied in the Contract and including remedy of any defects during the Defects Liability period.

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

5. The rate or price shall be entered both in figures and words against those items in the Bill of Quantities, for which the quantities are given. The cost of items against which the Contractor has failed to enter a rate or price shall be deemed to have been covered by other rates and prices entered in the Bill of Quantities. However, rates are not to be quoted against those items for which quantities are not given.

6. The whole cost of complying with the provisions of the Contract shall be deemed to have been included in the items provided in the priced Bill of Quantities.

7. General directions 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 priced Bill of Quantities.

8. The method of measurement of completed work for payment shall be in accordance with the requirements as stated in the individual sections of the Technical Specifications.

9. Errors will be corrected by the Employer for any arithmetical errors pursuant to clause 27 of the Instructions to Bidders.

Bill of Quantities




Shimla-171002 (H.P)

B. ABBREVIATIONS

Abbreviation For

Rs. : Indian Rupees

INR : Indian Rupee

LS or SUM : Lump Sum

Nr. or No. : Number

Lm. Or m : Linear metre

KM or km : Kilometre

ha : Hectare

m2 or sq.m : Square metre

m3 or cu.m : Cubic metre

c3 or cucm : Cubic centimeter

l or L : Liter

KG or kg : Kilogram

T or MT : Tonne

Hr : Hours

% : Percentage

HP : Horse Power

PS : Provisional Sum

IRC : Indian Roads Congress

MOSRT&H Specification : Specifications for Road and Bridge Works (Fourth Revision, August 2001) Issued by the Ministry of Shipping, Road Transport & Highways (Roads Wing), Government of India.

BIS : Bureau of Indian Standards.

Prov. : Provisional

Eqpt. hrs. : Equipment hours

P.O.L. : Petrol, Oil and Lubricants

Bill of Quantities




Shimla-171002 (H.P)

C. WORK ITEMS

The Bill of Quantities contains the following part Bills:

Bill No. 1 - Site Clearance

Bill No. 2 - Earthworks

Bill No. 3 - Sub-base Course & Base Course (Non Bituminous)

Bill No. 4 - Base and Surface Courses (Bituminous)

Bill No. 5 - Culverts (Pipe & Slab)

Bill No. 6 - Drainage and Protection Work

Bill No. 7 - Traffic Signs, Markings and other Road Appurtenances

Bill No. 8 - Miscellaneous and Traffic Safety

Bill No. 9 - Day Works

Bill No. 10 - Environmental Measures

Bill of Quantities




Shimla-171002 (H.P)

� Bill of Quantities (Part B)

Bill of Quantities




Shimla-171002 (H.P)

SUMMARY BILL OF QUANTITIES

Bill No. DESCRIPTION TOTAL AMOUNT

(IN RUPEES)

1 SITE CLEARANCE From Page Collection Item No. 1

2 EARTH WORKS From Page Collection Item No. 2

3 SUB-BASE COURSE & BASE COURSE (Non Bituminous) From Page Collection Item No. 3

4 BASE AND SURFACE COURSES (Bituminous) From Page Collection Item No. 4

5 CULVERTS (PIPE & SLAB) From Page Collection Item No. 5

6 DRAINAGE AND PROTECTION WORK From Page Collection Item No. 6

7 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES From Page Collection Item No. 7

8 MISCELLANEOUS AND TRAFFIC SAFETY From Page Collection Item No. 8

9 DAY WORKS From Page Collection Item No. 9

10 ENVIRONMENTAL MEASURES From Page Collection Item No. 10

TOTAL BID SUM Rs :

TOTAL BID AMOUNT WRITTEN IN WORDS RUPEES :

_______________________________________________________________________________

Bill of Quantities




Shimla-171002 (H.P)

PAGE COLLECTION

Bill No.

DESCRIPTION AND PAGE NO. PAGE TOTAL

(RUPEES)

TOTAL AMOUNT (RUPEES)

1 SITE CLEARANCE

Page no. 273

Total Amount

2 EARTH WORKS

Page no. 274

Page no. 275

Total Amount

3 SUB-BASE COURSE & BASE COURSE (Non Bituminous)

Page no. 276

Total Amount

4 BASE AND SURFACE COURSES (Bituminous)

Page no. 277

Total Amount

5 CULVERTS (PIPE & SLAB)

Page no. 278

Page no. 279

Page no. 280

Page no. 281

Total Amount

6 DRAINAGE AND PROTECTION WORK

Page no. 282

Page no. 283

Page no. 284

Total Amount

7 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

Page no. 285

Page no. 286

Page no. 287

Total Amount

C/O……..

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Shimla-171002 (H.P)

B/F……. 8 MISCELLANEOUS AND TRAFFIC SAFETY

Page no. 288

Page no. 289

Total Amount

9 DAY WORKS

Page no. 290

Page no. 291

Total Amount

10 ENVIRONMENTAL MEASURES

Page no. 292

Total Amount

Gross Total Amount

Bill of Quantities




Shimla-171002 (H.P)

BILL OF QUANTITIES Item No.

Description

Unit Estimated

Qty.

Unit Rate (Rs.) Amount (Rs)

in figures

BILL NO. 1 – SITE CLEARANCE

1.01

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees of all girth size cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm in thickness.) complete as per technical specification clause 201 and as directed by the Engineer

ha 14.00

1.02

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary and salvaging the dismantled materials for appropriate work and disposal of unservisable material within all leads and lifts as instructed by the Engineer complete as per technical specification clause 202 and section 2800.

a) Stone Masonry cu.m 27480.00

b) Pavement Structure

i) Bituminous courses cu.m 700.00

ii) Granular courses cu.m 2630.00

c) Guard stones/KM stones/Sign Post/Hectometre Stones No. 120.00

d) Stone Pitching/boulder apron/brick soling/stone soling cu.m 1500.00

Total Carried to Page Collection

Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO. 2 - EARTHWORKS

2.01

Roadway excavation and drainage in all kinds of soil such as pick work, jumper work, soft and hard rock including chisteling, wedging out of rock and blasting, if required and saturated soil and their intermediate classifification in all heights and depths includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per technical specification clause 301. and all cut material except stone (which can be recovered) will be the property of the contractor and disposal of excess material shall be in according with the EMP. The recovery of stone shall be made @ Rs. 170/cum (Rupees one hundred seventy) for a minimum quantity of 50,565 cum from the total quantity of 337,100 cum of earthwork which will increase or decrease on prorata basis as per increase or decrease in the actual earthwork carried out complete as per drawings, Technical Specifications Clause No. 301 and Additional Technical Specifications Clause A-4.

a) In all types of excavation cu.m 337100

2.02

Construction of embankment with suitable materials deposited at site from roadway and drainage excavation and foundation of other structures or borrow pit with all leads & lift graded and compacted to meet requirement of table 300-2 complete as per technical specification clause 305

cu.m 39530

2.03

Construction of sub grade (with approved material obtained from roadway excavation or borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) as per technical specification clause 305 including all leads and lifts complete.

cu.m 14590

2.04

Construction of hard shoulders with approved granular material having a minimum CBR of 20% from approved borrow areas as per technical specification clause 407 & 401 including all leads and lifts complete.

cu.m 34930


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

2.05

Loosening and recompacting existing sub-grade and shoulder ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 in all kinds of soil as per technical specification clauses 301 and 305.

cu.m 78160

2.06

Construction of raised median / Island fill above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted with all leads and lifts complete as per technical specification clauses 305 and 407.

cu.m 800

2.07

Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material to all lifts and leads as per technical specification clauses 305 and 501.

sq.m 80000

2.08

Construction of subsurface drain with perforated pipe of 100 mm internal diameter of PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site and complete as per technical specifications clause 309

Rmt. 25000

2.09

Preparation of subgrade in rocky formation for correcting surface irregularities as per Technical Specifications Clause No. 301.6.

Sq.m. 10000


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO. 3 – SUB-BASE COURSE & BASE COURSE (Non Bituminous)

3.01

Providing , laying , spreading & compacting close-graded granular sub-base (GSB), shoulder and profile correcting course by mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per drawing and technical specification clause 401, Table 400-1, Grading-1

Cu.m 29150

3.02

Providing , laying, spreading & compacting Wet Mix Macadam (WMM) base and profile correcting course with approved material 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 complete as per drawing and technical specification clause 406.

Cu.m 37310


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO. 4 – BASE AND SURFACE COURSES (Bituminous)

4.01

Providing and laying bituminous prime coat over granular surface with bituminous emulsion including clearing of road surface and spraying primer complete as per technical specification clause 502 @ 6 kg Per 10 Sq.m.

sq.m 166600

4.02

Providing and laying bituminous tack coat with bituminous emulsion using emulsion pressure distributor complete as per technical specification clause 503

a) Over granular surface treated with primer (@ 2.5 kg /10m2) Over granular surface treated with primer (@ 2 kg /10m2) sq.m 166600

4.03

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of penetration grade S55 (50/60 Grade) with Modified Bitumen (CRMB) @ 4.5 to 5 % 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 complete in all respects as per MoRTH specification clause No. 508 & 521 & publication IRC: SP:53-1999 .

cu.m 4170


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO. 5 - CULVERTS

5.01

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary and salvaging the dismantled materials for appropriate work as instructed by the Engineer complete as per technical specification clause 202 and section 2800.

a) Brick Masonry cu.m 134.00

b) Stone Masonry cu.m 1425.00

c) Plain Cement Concrete cu.m 153.00

d) Reinforced cement concrete including straightening and cutting of bars and seperating them completely

cu.m 138.00

e) Hume Pipes guard rails, gutters and fencing Rmt. 198.00

f) Guard stones/ KM stones/ Sign Post/Hectometre Stones Nos. 15.00

g) Dismantling of Railing Rmt. 15.00

h) Stone Pitching / boulder apron/ brick soling / stone soling cu.m 317.00

5.02

Earth work in excavation of foundation of structures in all kinds of soil such as pick work, jumper work, soft and hard rock including chisteling, wedging out of rock and blasting, if required and saturated soil and their intermediate classifification in all heights and depth includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, gradesas per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including all lifts and leads complete as per drawings and Technical Specifications Clause No. 304.

a) In all types of excavation cu.m 5303.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

5.03

Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations and approach slabs complete as per drawings and Technical Specifications Sections 1500, 1700 and 2700.

Cum 1038.00

5.04

Providing and laying in position Plain Cement Concrete of Grade M20 in cut off walls, head walls etc. complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and 2700

Cum 921.00

5.05

Providing and laying in position Reinforced Cement Concrete grade M 25 in box cell structures for culverts complete as per drawings and Technical Specifications Sections 1500, 1700, and 2200.

Cum 29.00

5.06

Providing & fixing in position HYSD (TMT) Fe 415 grade reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600.

MT 2.00

5.07

Providing & fixing in position HYSD (TMT) Fe 415 grade reinforcement bars in superstructures etc. complete as per drawings and Technical Specifications Section 1600.

MT 3.00

5.08 Providing and laying boulder apron for bed protection works complete as per drawings and Technical Specifications clause no 2503

Cum 1606.00

5.09

Providing and laying 150mm thick flat rigid apron embedded in 300mm thick concrete grade M15 for bed protection works with all leads & lifts as per drawings & Technical Specifications Clause 2503.

Cum 511.00

5.10 Providing and fixing in position Expansion joints complete as per drawings and Technical Specifications Section 2600

(i) Filler type Moulded M. 250.00

5.11 Providing and fixing in position drainage spouts complete as per drawings and Technical Specifications Clause 2705.

Nos. 25.00

5.12

Providing and fixing 80mm dia NB MS pipe rail on crash barrier complete including providing three or more coats of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete as per drawings and Technical Specifications Sections 1900 and 2700.

Lm. 150.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

5.13

Providing and laying in position Reinforced Cement Concrete grade M 25 in approach slabs including reinforcement and bituminous joint filler with joint sealing compound between approach slab and dirt wall complete as per drawings and Technical Specifications Sections 1500, 1600, 1700 and 2700.

Cum 150.00

5.14

Providing and laying in position Reinforced Cement Concrete grade M40 in crash barriers including reinforcement providing bituminous fiber board and Polysulphide joint filler at expansion joints/gap locations complete as per drawings and Technical Specifications Clause No. 809 and Sections 1500, 1600, 1700 and 2700.

Cum 75.00

5.15

Providing & fixing weep holes in abutment walls, wing walls, head walls, return walls and retaining walls with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drainage face complete as per drawings and Technical Specifications Clause 2706.

M. 250.00

5.16

Providing & Painting of structure no., span arrangement and flow directions complete as per drawings and Technical Specifications Section 800.

Nos. 114.00

5.17

Providing and laying back filling behind abutments, wing walls, return walls or any other area with selected imported granular materials of approved quality complete as per drawings and Technical Specifications Clause 305 and Appendix-6 of IRC:78-2000

Cum 301.00

(a) c =0, (b) F >= 30o, (c) g = 1.8t/m3


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

5.18

Providing and laying filter media behind box structure, wing walls, retaining walls and return walls with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawings and Technical Specifications Section 305 and 2500.

Cum 341.00

5.19 Providing and Laying Shalitex Board in expansion gap as per technical specifications clause 2600 or directed by the engineer in charge

Sqm 25.00

5.20

Providing and constructing Coursed Rubble stone masonry in cement mortar 1:3 in retaining wall, parapet wall breast wall etc. with all leads and lifts as per drawings and Technical Specifications Section 1400.

Cum 3414.00

5.21

Providing, laying and jointing NP-4 Reinforced Cement Concrete pipe conforming to the requirements of IS :458 including testing of joints all complete as per Technical Specifications Sections 1000, 2900 and IRC : SP 13-2004.

900 mm dia Lm. 100.00

1000 mm dia Lm. 784.00

5.22 Providing and fixing guard stones complete as per Technical Specifications or as directed by engineer in charge

Nos. 196.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

Bill No. 6 : Drainage and Protection Works

6.01

Earth work in excavation for construction of protection works in all kinds of soil such as pick work, jumper work, soft and hard rock including chilling, wedging out of rock and blasting, if required and saturated soil and their intermediate classifification in all heights and depth includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, gradesas per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom to all lifts and leads complete as per drawings and Technical Specifications Clause No. 304 and Additional Technical Specifications Clause A-4.

In all types of excavation Cu.m. 19400.00

6.02

Construction of drainage chute including construction of bell mouth at entry complete as per drawing and Additional Technical Specifications Clause No. A-2.

Rmt. 1000.00

6.03 Construction of energy dissipation basin at toe of chutes complete as per drawing and Technical Specifications Sections 1500 and 1700.

No. 500.00

6.04

Providing and laying in position Plain Cement Concrete grade M-15 in drain, leveling course below retaining walls, gabions, encasing of pvc pipe, etc. complete as per drawing and Technical Specifications Sections 1500 and 1700.

Cu.m. 1260.00

6.05

Providing and laying in position Plain Cement Concrete grade M-15 in V-drain all along the toe of the cut sections complete as per drawing and Technical Specifications Sections 1500 and 1700.

Lm. 20000.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

6.06

Providing and constructing gabion walls for retaining earth with segments of PVC coated GI wire and filled with boulders with least dimension of 250 mm complete as per drawings and Additional Technical Specifications Clause No. A-12.

Cu.m. 5700.00

6.07

Providing and constructing coursed rubble stone masonry in cement mortar 1:6 in drain with all leads and lifts as per drawings and Technical Specifications Clause No. 309 and Section 1400.

Cu.m. 800.00

6.08

Providing M20 RCC slab including reinforcement over stone masonry drain as per specifications clause 1500 , 1600 & 1700 and as directed by the Engineer

Cu.m. 30.00

6.09

Providing and constructing Retaining wall, Parapet wall and Breast wall etc. with Plum concrete in Stone masonry with 1:6 cement mortar including stone facia with all leads and lifts as per drawings and Technical Specifications Clause A-17

Cu.m. 36960.00

6.10

Providing weep holes with 100 mm dia PVC pipe in retaining walls complete as per drawing and Technical Specifications Clause No. 2706.

Lm 21140.00

6.11

Providing and laying filter material behind retaining wall complete as per Technical Specifications Clause No. 305.

Cu.m. 6850.00

6.12

Laying of Geotextile as filter membrane behind gabions etc; complete as per drawings and Technical Specifications Section 700.

Sq.m. 5050.00

6.13

Construction of a narrow filter subsurface drain consisting of perforated 200 mm internal diameter pipe laid in narrow trench surrounded by a Geotextile filter fabric as per Clause No. 309.3.5 including excavation and backfilling.

Lm. 1150.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

6.14

Construction of 800 mm x 800 mm outlet chamber of Plain Cement Concrete M15 for subsurface drain including Reinforced Cement Concrete cover and outlet pipe complete as shown in the drawings & specifications clause 1500 , 1600 & 1700 and as directed by the Engineer.

Nr. 400.00

6.15

Providing and laying backfill material of approved design behind the retaining wall conforming to the drawings and Technical Specifications Clause No. 305.

Cu.m. 32390.00

6.16

Providing RCC retaining wall with M30 grade concrete excluding reinforcement as per specifications clause 1500 & 1700 and as directed by the Engineer

Cu.m. 670.00

6.17 Providing reinforcement in RCC retaining wall as per specifications clause 1600 and as directed by the Engineer

MT 80.00

Total Carried to the Page Collection

Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO. 7 – TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

7.01

Providing and laying plain cement concrete Kerb ( M-20 Grade ) complete as per drawing and technical specification clause 408 sections 1500, 1700 and 400

(a) For kerb without channel Lm. 1000.00

7.02

Supplying and fixing sign boards including the cost of posts, fixtures, foundation, fitting and fixing. Sheeting will be made of encapsulated lens type of Retro-reflective type and messages/ borders will be screen printed complete as per technical specification clause 801 and as directed by Engineer.

a) Direction sign and destination sign. sq.m 40.00

b) Informatory Sign 60x60 No. 24.00

c) Cautionary/ Warning signs, Regulatory signs and Mandatory signs.

i) Triangular 900 mm/Square 600mm X 600mm side No. 41.00

ii) Triangular 600 mm/Circular 600mm side No. 15.00

iii) Octagon 900 mm side No. 15.00

iv) Chevron Sign 1800mm X 600mm No. 10.00

7.03

Providing and laying pavement marking with hot applied thermoplastic paints conforming to ASTM D-36/ BS 3262 (Part-I) complete as per drawing & technical specification clause 803

i) Lane/ centreline / edge marking / transverse and any other marking. sq.m 4480.00

ii) directional arrows, lettering etc. as per drawing No. 61 of technical Type Design and Intersection of National Highways

No. 10.00

iii) Diagonal/Chevron marking No. 10.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

7.04

Providing 2 coats of synthetic enamel painting over one coat of cement primer on Kerb, Median opening and other Structural as per Additional technical specification A-1

sq.m 120.00

7.05

Providing and fixing RCC/PCC hectometre, kilometre and 5th kilometre stones complete as per drawing and technical specification clause 804 (including cost of reinforcement, painting and marking)

a) Hectometre stone No. 96.00

b) Kilometre Stone No. 19.00

c) 5th km. Stone No. 5.00

Total Carried to page collection

7.06

Providing and fixing Road Delineators complete as per drawing and technical specification clause 805 and direction of the Engineer

a) Roadway Indicators with Reflectors No. 150.00

b) Hazard Markers No. 15.00

c) Object Markers No. 15.00

7.07

Providing and erecting R. C. Guard stone including cost of reinforcement and two coats of painting with ready mix oil bound paint complete as per drawing and technical specification clause 806.

No. 80.00

7.08

Providing & fixing utility ducts of 300mm dia NP-3 RCC Hume pipe in urban areas / Service road as per drawing and technical specification section 2900

Lm. 60.00

7.09

Supplying and fixing of Road Studs (Raised Pavement Markers) Conforming to ASTM D4280 type "H" in position as indicated on the drawings or as directed by Engineer as per technical specification clause 812.

Nr. 500.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

7.10

Providing and constructing traffic calming measures (Rumble Strips) as per drawing and technical specifications and as per direction of the Engineer

sqm 250.00

7.11

Providing shelter in Bus Bays as per drawing and technical specification and as per direction of Engineer.

Nr. 23.00

7.12

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

Lm. 310.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO. 08- MISCELLANEOUS AND TRAFFIC SAFETY

8.01

Carrying out treatment and repairs to pot holes and any necessary patching to existing bituminous carriageway surfacing using bitumen of 60/70 grade complete as per technical specification clause 3004 and as per the directions of the Engineer

sq.m 2020.00

8.02

Construction of temporary diversion and providing traffic safety and control where necessary and as per direction of the Engineer including maintenance thereof complete as per drawing and technical specification clause 112

i) 3.75 m wide Lm. 800.00

8.03

Providing and Maintaining Safety barricading during construction with necessary markings, warning lights, sign boards, flags etc.. Complete as per drawing and technical specification clause 112 and as per the direction of the Engineer.

a) For Deviation and Barricading Lm.- Month

500.00

8.04

Colour photographs (2 prints of 15cm X 10cm each) with soft copy stored in CD and printed photos in album as per technical specification clause 125.

No. 4.00

8.05

Same as above – but additional prints (size 15cm X 10cm )of colour record photographs.

No. 4.00

8.06

Supplying colour video cassette and CD ROM records before the construction, during construction stage and after construction, consisting of each set of edited master cassettes and C.D. with 4 copies each of cassettes and CD ROMs complete as per technical specification clause 126

Set 4.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

8.07

Providing, installing, commissioning and testing of street lighting system of suitable height with all brackets, luminaries, pillar box, photo cell timer cum contactor, cabling , earthing and all other necessary accessories and arrangement for making street lighting system complete and functional as shown in drawing and technical specification and as directed by Engineer.

ii)Lighting Standard with Double Arm/ Luminaire No. 10.00

8.08

Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen 60/70 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) including Providing and laying bituminous tack coat with bituminous emulsion using emulsion pressure distributor complete as per technical specification clause 503 Over bituminous surface (@ 2 kg / 10m2 )

sqm 3000.00

8.09

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade as per technical specification clause 513.

sqm 3000.00

8.10

Routine Maintenance work inclusive of Grading of Shoulders & Maintenance of cross Drainage Structures for the completed partially handed over sections by the Contractor during defect liability period.

Km-perYear

24.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO: 09 DAY WORKS

9.01 SCHEDULE (A) - LABOUR

a) Operator Hour 500.00

b) Bitumen labour Hour 1000.00

c) Blacksmith Hour 500.00

d) Carpenter Hour 500.00

e) Fabricator / Fitter / Welder Hour 100.00

f) Blaster Hour 100.00

g) Labourer Hour 2000.00

h) Mason Hour 100.00

i) Chowkidar for watch & Ward Hour 5000.00

9.02 SCHEDULE (B)- MATERIAL

a) Bitumen 60/70 grade (bulk) conforming to IS:73 MT 10.00

b) Modifier Bitumen MT 10.00

c) cement conforming to IS : 8112 MT 10.00

d) Coarse aggregate for concrete cum 100.00

e) Coarse sand as per MOST specification cum 100.00

f) Brick as per IS:1077 Per 1000 10.00

9.03

SCHEDULE (C)- CONTRACTOR'S EQUIPMENT (With Operator, POL, Etc..)

a) Bull Dozer Size up to 200KW Eqpt hrs. 50.00

b) Mobile concrete batching/mixing plant (1 cum) Eqpt hrs. 50.00

c) Motor Grader Eqpt hrs. 50.00


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Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

d) Pneumatic Tyred Roller (20 tonne) Eqpt hrs. 50.00

e) Pumping Set (5 hp) Eqpt hrs. 100.00

f) Pumping Set (10 hp) Eqpt hrs. 100.00

g) Roller Static (8-10 tonne) Eqpt hrs. 50.00

h) Roller Vibratory (1-2 tonne width about 1 m) Eqpt hrs. 50.00

i) Roller Vibratory (8-10 tonne static) Eqpt hrs. 50.00

j) Truck (10/12 tonne) Eqpt hrs. 100.00

k) Truck mounted water tanker (10 tonne) Eqpt hrs. 100.00

l) Wheel Loader (1.5 cum) Eqpt hrs. 100.00


Bill of Quantities




Shimla-171002 (H.P)

Item No.

Description

Unit Estimated

Qty.


in figures

BILL NO: 10 ENVIRONMENTAL MEASURES

10.1 Disposal of Excess Material (Part of EMAP) for an average lead of 4.5 Km.

Tonne 472608.00

10.2 Compaction of the disposed surface area using adequate quantity of water at the disposal location by road rollers and other machineries.

Sqm 1000.00

10.3 Construction of silt trap to avoid silting of the water body at two locations as per the drawing provided in the EMP.

m 100.00


Bill of Quantities




Shimla-171002 (H.P)

Date post:	01-Jan-2016
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NCB_9_BOQ-Part A-B

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