Boq

7-1

BILL OF QUANTITIES

Construction of Road over Bridge including Approaches at Butibori on Nagpur - Hyderabad Road (NH - 7) in Lieu of Existing Level Crossing No. 113

BILL NO. 1

1. SITE CLEARANCE AND DISMANTLING

Item Description Unit Estimated Unit Rate (Rs.) Amount

Quantity In figure In words (Rs.)

1.01 Hct. 2.3 -

1.02 -

a) Brick/Stone Structures. cu.m. -

cu.m. -

c) Stone/Brick Pitching. cu.m. -

d) Kilometre/5th km Stone including foundation concrete if any. Nr. 2 -

e) Hect./Boundary stone including foundation concrete if any. Nr. 4 -

f) Pavement edge cutting Lm -

Total Carried to Page Collection -

Clearing and grubbing road land complete as per Technical Specificationss Clause 201.

Dismantling including disposal of unserviceable material and stacking the serviceable material complete as per Technical Specificationss Clause 202.

b) Plain Concrete/Reinforced concrete/ Prestressed concrete structures including cleaning, straightening & cutting of bars and separating them out from RCC/PSC.

7-2

1. SITE CLEARANCE AND DISMANTLING (Contd...)

Item Description Unit Estimated Unit Rate (Rs.) Amount Quantity In figure In words (Rs.)

BF - m. -

h) Pavement bituminous course cu.m. 300 -

i) Non bituminous base/sub-base courses cu.m. -

j) Concrete wearing course sq.m. -

k) Footpath sq.m. -

l) Sign boards/bill boards nos. -

1.03 nos. 15

-

1.04 km.cu.m -

1.05 m. 1,500 -

1.06 km 2

-


g) Pipe/guard rail, edging kerbs, masonary parapet, gutters and fencing.

Removal of stumps of felled trees above 300 mm girth complete as per Technical Specificationss Clause 201.

Disposal of unserviceable materials by Mechanical transport for extra lead beyond initial lead of 5 kms as per Technical Specifications Clause 201.

Construction of temporary diversion complete as per Technical Specifications Section 112 with road crust composition as per drawing no. 196/ROB/04 (Sheet 1 of 3)

Coordinating with respective service provider/authorities cutting of trees, shifting of utilities and removal of encroachment etc. all as per Technical Specification Clause 110.

7-3

BILL NO. 2

2. EARTH WORK


2.01 cu.m. 8,200 -

cu.m. -

cu.m. -

(d) Excavation in Marshy soil/slush cu.m. -

2.02 cu.m. -

cu.m. -

-

2.03 cu.m. 80,000 -


(a) Earthwork in excavation necessary for construction of roadway in all types of soil all complete as per Technical Specificationss Clause 301.

(b) Excavation of ordinary rock for construciton of roadway all complete as per technical Specificationss Cl.301.

(c) Excavation of Hard rock requiring blasting/controlled blasting for construction of roadway all complete as per technical Specifications Cl.301.

(a) Excavation in all types of soil in road shoulders, verge, median etc. for widening of carriage way/pavement all complete as per Technical Specificationss Clause 301.

(b) Excavation of ordinary rock for construciton of road shoulders, verge, median etc. all complete as per technical specifications Cl. 301.

(c) Excavation of Hard rock requiring blasting/controlled blasting for construction of roadway all complete as per technical Specifications Cl.301.

Construction of embankment with approved material with all leads and lifts all complete as per drawings and Technical Specificationss Clause 305.

7-4

2. EARTH WORK (Contd…)


BF - 2.04 cu.m. -

2.05 cu.m. 15,800

-

2.06 cu.m. -

2.07 cu.m. 290

-

2.08 cu.m. -

2.09 sq.m. 8,220

-


Construction of embankment with suitable material obtained from roadway, drainage excavation etc. with all leads and lifts all complete as per drawings and Technical Specificationss Clause 305.

Construction of subgrade and earthen shoulder satisfying the requirements of minimum soaked CBR value as indicated in the Specifications with approved material with all leads & lifts all complete as per Technical Specificationss Clause 305.

Construction of subgrade and earthen shoulders in embankment with suitable material deposited at site from roadway & drainage excavation with all leads and lifts all complete as per Technical Specificationss Clause 305.

Filling in median/island with approved material with all leads and lifts complete as per Technical Specifications Clauses 305.

Loosening and recompacting sub-grade in all kinds of soil complete as per Technical Specificationss Clauses 301 & 305.

Turfing of embankment slopes, verge earthen shoulders and other locations with rough grassing all complete as per Technical Specificationss Clause 307.

7-5

2. EARTH WORK (Contd…)

Item Description Unit Estimated Unit Rate (Rs.) Amount

Quantity In figure In words (Rs.)

BF -

2.10 cu.m. -

2.11 cu.m. 20

-

2.12 cu.m./km. -

2.13 sq.m. -

2.14 cu.m. 140

2.15 cu.m. -


Stripping including storing and reapplication of top soil complete as per Technical Specificationss Clause 305.

Earthwork in excavation of unsuitable material in the roadway complete as per Technical Specificationss Clause 301

Disposal of surplus earth/unsuitable material by Mechanical transport for extra lead beyond initial lead of 5 kms.

Preparation of rocky formation as per Technical Specifications Clause 301

Loosening and recompacting of existing ground in all kinds of soil sub-grade in all kinds of soil complete as per Technical Specificationss Clauses 305 for building embankemnt, wherever require.

Earthwork for reinforced earth retaining wall technology reinforced earthwork with approved material including all lead and lifts complete as per Technical Specification Clause 3103

7-6

BILL NO. 3

3. GRANULAR BASE COURSE AND SUB-BASE


3.01 cu.m. 5,750

-

3.02 cu.m. 7,300 -

3.03 cu.m. -

3.04 cu.m. -

-

- -


Constructing Granular Sub-base complete as per Technical Specificationss Clause 401. Grading –I (Table –400-2).

Constructing wet mix macadam base complete as per Technical Specificationss Clause 406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam Specificationss for profile correction/regrading course all complete as per Technical Specificationss Clause 406.

Constructing WBM as per Technical Specification Cl.404 in shoulders.

7-7

BILL NO. 4

4. BITUMINOUS COURSE


4.01 sq.m. 23,400

-

4.02 -

(i) On granular surface treated with primer. sq.m. 23,400 - @ 2.5kg / 10 sq.m. -

(ii) On Bituminous surface. sq.m. 23,000 - @ 2 kg / 10 sq.m.

sq.m. -

sq.m. -

4.03 cu.m. 80 -


Providing bituminous primer coat over granular surface with medium curing cutback complete as per Technical Specificationss Clause 502 @ 9kg / 10 sq.m.

(a) Providing tack coat with bituminous cut back all complete as per Technical Specificationss Clause 503.

(b) Fog seal as per specification of section 3000 for sealing of cracks.

(c) Slurry seal as per Technical Specification Clause 516 for sealing of wider cracks.

Providing and laying profile corrective/regrading course with bituminous macadam all complete as per Technical Specificationss Clause 501 and 504.

7-8

4. BITUMINOUS COURSE (Contd…)


BF - 4.04 cu.m. 3,700

-

4.05 cu.m. -

cu.m. 1,160

-

4.06 sq.m. 1,470 -

4.07 sq.m -

4.08 sq.m. -

4.09 cu.m -


Providing & laying dense bituminous macadam course complete as per Technical Specificationss Clause 507.

(a) Providing & laying bituminous concrete wearing course complete as per Technical Specificationss Clause 509.

(b) Providing & laying bituminous concrete wearing course using bitumen modifier complete as per Technical Specificationss Clause 509 and 521 and Appendix II of Volume II.

Scarifying/removing the existing bituminous surface complete as per Technical Specifications Sections 200 & 500.

Providing and laying 20 mm thick mixed seal surfacing complete as per Technical Specifications clause 512.

Providing and laying A-Type liquid seal coat complete as per Technical Specificationss Clause 513.

Providing and laying bituminous macadam complete as per Technical Specificationss Clause 504 in service road.

7-9

BILL NO. 5

5. CULVERTS, BRIDGES & PROTECTIVE WORK


5.01 cu.m. 20,800

-

cu.m. 4,650 -

cu.m. -

5.02 cu.m. 2,350

5.03 cu.m. 460

5.04 cu.m. 1,800 -


(a) Earthwork in excavation of foundation for structures including pipe culverts in all types of soil complete as per drawings and Technical Specificationss Clauses 304, 309 & 2903.

(b) Excavation for foundation for structures including pipe culverts in ordinary rock, complete as per drawing and Technical Specifications 304,309 and 2903

(c) Excavation for foundation for structures including pipe culverts in hard rock requiring blasting/controlled blasting complete as per drawing and Technical Specifications 304, 309 and 2903.

Back filling behind abutments, wing walls and return walls with selected granular material of approved quality including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specificationss Clause 305.

Back filling with filter media behind abutments, wing walls, & return walls, including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specificationss Clauses 305, 309 & 2502.

Preparation of rocky foundation complete as per MORT&H Clause 304.

7-10

5. CULVERTS, BRIDGES & PROTECTIVE WORK (Contd…)


BF - 5.05

cu.m. 1,450 -

5.06 -

i) Retaining wall in ROB/Fly over (including coping) cu.m. 7,650

ii) Retaining wall on the road sides. cu.m. -

5.07 cu.m.. 23

5.08 -

(a) In foundation -

(i) M-20 cu.m. -

(ii) M-25 cu.m. -

(iii) M-30 cu.m. 2,550 -


Cement concrete M-15 grade in foundation/ levelling course in pipe culvert, levelling course below approach slab and friction slab of crash barrier etc. including centering and shuttering all complete as per drawing and Technical Specificationss Sections 1500 & 1700.

a) Reinforced cement concrete M-30grade including centering & shuttering but excluding the cost of reinforcement, all complete as per drawings and Technical Specifications Sections 1500 & 1700.

Cement concrete M-15 grade in bedding of pipe culverts complete as per drawings and Technical Specificationss Sections 1500 & 1700.

Plain cement concrete/Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

7-11



BF - (b) Sub-structure cu.m -

(i) M-20 cu.m -

(ii) M-25 cu.m -

(iii) M-30 cu.m 3,510 -

(iv) M-40 cu.m 42 -

(c) Super-structure - (ii) M-20 cu.m - (iii) M-25 cu.m -

(iv) M-30 cu.m 880

(v) M-35 cu.m -

(v) M-40 and above cu.m 4,000 - (d) Median - (i) M-20 grade kerb r.m. 750 - (ii) M-15 grade filling cu.m. 110 -

5.09 -

(i) M-35 cu.m. -

(ii) M-40 cu.m. 1,290 -


Pre-stressed cement concrete T Girder/Box Girder in superstructure complete as per drawing and Technical Specifications Sections 1500, 1700 & 1800 excluding reinforcement and H.T. strands.

7-12



BF - 5.10 cu.m 46

5.11 -

(a) M-35 grade railing for bridges m -

(b) M-20 grade guard rail for high embankment. Nos. -

5.12 MT 2,790

-

5.13 m -

5.14 -

(a) 19 T 13 strands. MT -

(b) 12 T 13 strands. MT 67 -


Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specificationss Clause 2704.

Reinforced cement concrete including reinforcement complete as per drawings and Technical Specificationss Sections 1500, 1700 & 2703.

HYSD/TMT bar reinforcement complete as per drawings and Technical Specificationss Section 1600.

Providing GI pipe railing as per Technical Specification Clause 2703.

High Tensile steel strands including stressing of strands and accessories for stressing operation, grouting complete as per drawings & Technical Specificationss Sections 1000 & 1800.

7-13



BF - 5.15 cu.cm.

Free bearing (POT-cum-PTFE) - (a) 110 m.t. Capacity Nos 52 - (b) 130 m.t. Capacity Nos 32 - (c) 180 m.t. Capacity Nos 12 (d) 195 m.t. Capacity Nos 12 (e) 230 m.t. Capacity Nos 24 Fixed bearing (POT) - (a) 110 m.t. capacity Nos 36 - (b) 130 m.t. Capacity Nos 8 (c) 180 m.t. capacity Nos 12 - (d) 230 m.t. Capacity Nos 16

-

(i) Free bearing Nr. - (ii) Fixed bearing Nr. -

5.16 m -


a) Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC 83 (Part II) Section IV complete with all accessories as per drawing & Technical Specificationss Clause 2005.

b) Providing fabricating and fixing in position true to line and level POT and POT cum PTFE bearings complete as per drawing, Technical Specificationss Clause 2006 or as directed by the Engineer.

(c) Supplying, fitting and fixing in position true to line and level metallic bearings confirming to IRC 83 (Part I) complete with all accesseries as per drawing and Technical Specification Clause 2003-2004.

Providing and laying asphaltic plug type joint on longitudinal joint between existing and widened deck as per MORT&H modified interim Specifications for joints of size 300 mm wide and 75 mm thick to be installed under supervision of specialist manufacturer as per Appendix III of Volume II.

7-14



BF - 5.17

m 388 -

5.18

sq.m.

-

5.19

sq.m.

7,410 -

5.20Nr.

142

-

5.21cu.m.

-

-

i) M10 cu.m. - ii) M15 cu.m. -

-


Providing and fixing strip seal type expansion joint capable of 70 mm movement complete as per approved drawing conforming to MORT&H Modified Interim Specificationss for expansion joints to be installed under supervision of specialist manufacturer as per Technical Specifications Clause and Appendix-III of Volume II.

Providing & laying Tar paper on abutments/piers as bearing for receiving RCC work in superstructure as per drawing and Technical Specifications.

Bituminous wearing course comprising of 40 mm thick bituminous concrete overlaid with 25 mm thick bitumen mastic layer complete as per drawing and Technical Specification cluase 2702.

Providing and fixing drainage spouts for bridges as per Drawing and Technical Specificationss Clause 2705.

a) Stone boulder apron 300 mm thick complete as per drawings and Technical Specificationss Clause 2503.

b) cement concrete flooring as per Technical Specifications Clause 2505

(c) Providing cement concrete M-15 grade in cut off wall complete as per drawing and Technical Specificationss Sections 1500 & 1700 and Clause 2507.

7-15



BF - 5.22

a) 1200mm m 24

b) 1000 mm m -

c) 900 mm m -

d) 750 mm m -

e) 600 mm m -

5.23 cu.m. -

5.24 cu.m. -

5.25 cu.m. -

cu.m. -

cu.m. -


Providing laying and jointing reinforced cement concrete NP-4 (IS:458) pipe with cement mortar in proportion 1:2 (1 cement : 2 coarse sand) for culverts and ducts complete as per drawings and Technical Specificationss Section 2900.

Providing and laying selected granular material bedding for RCC pipes in culverts all complete as per drawings and Technical Specifications Section 2900.

Filter material underneath stone pitching on slopes complete as per drawing and Technical Specificationss Section 2500.

a) Stone Pitching 300 mm thick on slopes as per drawings and Technical Specificationss Section 2500.

b) Stone Pitching 600 mm thick in wire crate as per drawings and Technical Specificationss Section 2500.

c) Providing launching apron in wire crate as per drawings and Technical Specificationss Section 2500.

7-16



BF - 5.26 cu.m. -

5.27 Nr. 400

5.28 sq.m. -

5.29 cu.m. -

5.31 m -

m -


Course rubble stone masonry in cement mortar in proportion 1:3 (1 cement:3 coarse sand) in culverts, retaining walls etc. all complete as per Technical Specificationss Section 1400.

Providing weep holes in abutments, wing walls, retaining walls, return walls etc. complete as per drawing and Technical Specificationss Clause 2706.

Flush or raised pointing in exposed portion with cement mortar 1:3 (1 cement : 3 fine sand) as per Technical Specificationss Section 1400.

Providing and Laying of R.C.C. (M-30) perforeted cover slab excluding reinforcement as per drawing and Technical Specificationss Sections 1500 & 1700.

a) Dismantling damaged expansion joints, providing and laying asphaltic plug type expansion joint in existing bridges conforming to MORT&H Modified Interim Specificationss for expansion joints, to be installed under supervision of specialist manufacturer as per Additional Technical Specifications provided in Volume II.

b) Providing buried type expansion joints in new/existing bridges complete as per approved drawing and MORT&H Interim Specifications for expansion joints to be installed under supervision of specialist manufacturer as per Technical Specifications Clause A-2.

7-17



BF - m -

5.32

(a) 800 mm dia vertical piles m -

(b) 800 mm dia Raker pile (Raker1:6) m -

(c) 1000 mm dia Vertical pile m -

(d) 1000 mm dia Raker pile (Raker 1:6) m -

(e) 1200 mm dia vertical pile m -

(f) 2000 mm or any dia as per drawing m -

5.33 cu.m. -

5.34 cu.m. -

5.35

(a) for ___ dia well -

(i) Depth 0-5 m. m -


(c) Providing 20mm thick compressible fiber board type expansion joint for slab culvert, capped with 10mm deep coarse sand mixed with Bitumen (6% by Weight) total depth of board shall be equal to the thickness of the slab.

Bored cast-in situ M-35 grade RCC piles complete as per drawings & Technical Specificationss Section 1100. (excluding reinforcement but including initial & routine load test) in all strata as per relevant code.

Reinforced cement concrete M-30 in pile cap excluding reinforcement complete as per drawings & Technical Specifications Clause 1114, Sections 1500 & 1700.

Flat stone flooring laid in cement mortar complete as per drawing and Technical Specifications Section 2500.

Sinking of wells through all type of soils and rock to be measured from low water level (other then pneumatic method of sinking) complete as per drawing and Techncial Specifications Clause 1200.

7-18



BF - (ii) Depth 5-10 m m -

(iii) Depth 10-15 m. m -

(iv) 15-20 m. m -

(v) 20-25 m. m -

(vi) 25-30 m. m -

(b) for ___ dia well

(i) Depth 0-5 m. m -

(ii) Depth 5-10 m m -

(iii) Depth 10-15 m. m -

(iv) Depth 15-20 m. m -

(v) Depth 20-25 m. m -

(vi) Depth 25-30 m. m -

5.36 MT. -

5.37 cu.m. -

5.38 Nr. -

5.39 Nr. -


Providing and laying cutting edge of mild steel for well foundation for bridges as per drawings and Technical Specificationss clause 1200 and 1900.

Sand filling in wells as per drawings and technical Specifications clause 1200.

Providing reinforced cement concrete (grade M20) catch pit in median with ancillary arrangement as per drawing and Technical Specification (including Steel) reference clause 304, 1500, 1600, 1700, 1900, 2100, 2300 & 2400

Providing marker post for buried culverts as per drawing IRC:7-1971 and directions of the engineer including painting with necessary details

7-19



BF - 5.40

(a) Well curb - M-25 Cu m. - (b) Well cap - M-35 Cu m. - (c) Bottom plug - M-25 Cu m. - (d) Top plug - M-15 Cu m. - (e) Well steining- M-25 Cu m. -

5.41 sq.m. -

5.42

m

-

5.43

(a) without friction slab r.m. 2,080 - (b) with friction slab r.m. 1,320

5.44 r.m. 1,180 -


Cement concrete for plains concrete reinforcement concrete complete as per drawings and technical Specifications (Excluding steel reinforcement) clause 1200, 1500, 1700.

Construction of reinforced earth walls with precast panels, reinforcing element, foundation beam, caping beam including ground treatment, if required, complete as per drawings and Technical Specification 3100.

Providing and fixing filler type expansion joints (filler board, copper plate, compressible fibre board and sealing ) in slab bridges and culverts complete as per drawing and technical specification clausen 2605

Crash Barrier including M-40 grade concrete centering, shuttering M.S. Structural members, anchore bolts, painting of Structural members but excluding the cost of reinforcements all complete as per drawing and Technical Specification Section 1500 and 1700

Providing, placing, fixing in position 150 mm dia runner and down take pipe as per drawing and Technical Specifications.

7-20

BILL NO. 6

6. DRAINAGE


6.01 cu.m. 2,150

-

6.02 cu.m. -

6.03

i) Size 600 mm x 600mm x 1000mm Nr. -

ii) Size 1000 mm x 1000mm x 1500mm Nr. -

iii) Size 1000 mm x 1500mm x 1800mm Nr. -

6.04

(a) 450 mm dia m -


Earthwork in excavation in all types of soil for construction of drains including disposal of surplus excavated earth with all leads and lifts complete as per drawings and Technical Specificationss Section 300.

Excavating trenches of required width for pipes etc. and disposal of surplus excavated soil with all leads and lifts complete as per drawing and Technical Specificationss Clause 2903.

Construction of reinforced cement concrete M-15 grade Inlet Chamber/Catch pit/Gully pit with GI bars grating etc. all complete as per drawing and Technical Specificationss Sections 1500, 1600, 1700 & 1900.

Providing, laying and jointing reinforced cement concrete RCC NP4 pipes including testing of joints all complete as per drawing and Technical Specifications Section 2900

7-21

6. DRAINAGE (Contd…)


BF - 6.05 m -

6.06 Nr. -

6.07 cu.m. -

cu.m. -

6.08 m -


Construction of 300 mm wide drainage chute in cement concrete as per drawings and Technical Specificationss Sections 1500 and 1700 including construction of bell mouth at entry.

Construction of energy dissipation basin at toe of chutes in M-15 as per drawing and Technical Specificationss Sections 1500 & 1700.

a) Stone pitching 225 mm thick grouted with cement mortar 1:3, complete as per drawing and Technical Specificationss Section 1400 and Clause 2504.

b) Stone pitching 300 mm thick on slopes for erosion protection as per drawing and Technical Specificationss Section 2500

Construction of cement concrete M-15 grade drain in median 450-750 mm wide all complete as per drawing and Technical Specificationss Sections 1500 & 1700.

7-22

6. DRAINAGE (Contd..)


BF - 6.09 -

i. M-15 grade. cu.m. - cu.m. 1,055

-

Cu m -

6.10 Mt 65 -

6.11 cu.m. -

6.12 -


a) Cement concrete with stone aggregate 20 mm nominal size in plain concrete in foundation/lean concrete, drain lining, including centering & shuttering etc. with all leads and lifts complete as per drawing and Technical Specificationss Clause 309 and Sections 1500 & 1700.

b) Reinforced cement concrete M-20 grade in road side and other drains including centering & shuttering but excluding reinforcement all complete as per drawing & Technical Specificationss Clause 309 and Sections 1500 & 1700.

c) Precast reinforced cement concrete M-20 grade in cover slab for drains, including centering and shuttering, but excluding reinforcement as per Technical Specifications Clause 1500 and 1700

HYSD bar reinforcement in drains complete as per drawing and Technical Specificationss Section 1600.

Boulder apron complete as per Technical Specifications Clause 2503.

Edging with first class bricks laid dry including excavation, refilling, consolidating, hand packing and spreading neatly sand within a lead of 50 metres

7-23

6. DRAINAGE (Contd…)


BF - 6.13 Sqm -

6.14 -

6.15 -

6.16 -

6.17 r.m 400

-


Providing and laying rubble stone flooring laid in CM and joins filled with cement mortar complete as per MORT&H 2500.

Constructing lined covered drains of M-15 grade concrete with perforated cc cover to the required line and grades as per drawing and Technical Specifications 309.

R.R.Masonry in retaining wall in cm 1:3 for structure complete as per Technical Specifications Clause 1400.

Constructing drainage spouts complete as per drawing and Technical Specification 2705.

Providing, placing and fixing in position 150 mm dia UPVC pipes for drainage with proper connection and clamping at specified beations on kerb drain, retaining walls etc. including bends etc. all complete.

7-24

BILL NO. 7

7. JUNCTIONS


7.01 sq.m. -

7.02 m -

7.03 m -

7.04 m -


Providing and laying 25 mm thick precast cement concrete chequered tiles of grade M-20 in ordinary grey cement without chips laid in cement mortar 1:3 over 50 mm thick cement concrete M-15 grade and 150 mm thick granular sub-base including pointing of tiles with neat cement as per drawing and Tech. Specificaiton cluase 409.

Providing & fixing M.S. railing for traffic islands/ median/horizontal curves on high embankments including foundation concrete and painting with approved paint etc. all complete as per drawing and Technical Specificationss Sections 300, 1500, 1700 & 1900.

Providing concrete kerbs including foundations as per drawing and Technical Specifications No. 408.

Providing and laying Cement concrete M-10 grade for foundation of kerbs and separator.

7-25

BILL NO. 8

8. TRAFFIC SIGNS MARKING AND OTHER APPURTENANCES


8.01 -

a) Median Kerb. m. 2,640 - b) Channel kerb. m. 1,336 -

8.02 -

a) Median Kerb. m. 2,640 - b) Channel kerb. m. 1,336 -

8.03

i) Boundary stones. Nr. -

ii) 5th km. stone Nr. -

iii) Km. stone Nr. -


Construction of plain cement concrete kerb M-20 grade complete as per drawing & Technical Specificationss Clause 408.

Providing and laying cement concrete M-15 grade for foundation of kerbs all complete as per drawing and Technical Specificationss Clause 408.

Providing and fixing reinforced cement concrete M-20 grade stones including excavation, foundation concrete and reinforcement inscription etc. all complete as per Technical Specificationss Section 800.

7-26

8. TRAFFIC SIGNS MARKING AND OTHER APPURTENANCES (Contd…)


BF - 8.04 -

sq.m. 585 -

RM-14 and 15 Nr. -

RM-16 and 17 Nr. -

8.05

-

(i) Facility signs 800 mm x 600 mm Nr. 6 -

(ii) Advance Direction/Destination signs Nr. 6 -


Pavement marking with hot applied thermoplastic paints conforming to ASTM D36/BS-3262 (Part - I) as per drawing & Technical Specificationss Clause 803.

a) Lane/centre line/edge line/ transverse marking and any other markings.

b) Directional Arrows, lettering etc. as per Drg. No. 61 of MORT&H Type “Design for Inter-sections on National Highways”.

Supplying and fixing at site retro-reflectorised type sign boards/signs made of encapsulated lense type of reflective sheeting fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes/ angles/ posts etc. all complete as per drawing and Technical Specifications Clause 801.

a) Informatory Signs including Facility Signs, Information Signs, Direction Signs, Advance Direction/ Destination Signs, Route Marker Signs etc.

7-27

8. TRAFFIC SIGNS MARKING AND OTHER APPURTENANCES (Contd..)


BF - b) Cautionary Signs, Triangular (Size 900 mm side). Nr. 8 - c) Mandatory Signs, Size.

i) Circular 600 mm dia. Nr. -

ii) Octagon 900 mm height (for “STOP”). Nr. -

iii) Triangular 900 mm side (for “GIVE WAY”). Nr. -

8.06

a) Cluster of Red Reflectors. Nr. - (i) Long - (ii) Short - b) Road way delineators. Nr. -

8.07 Nr.

Nr.

8.08 Rmt. -

8.09 m -


Providing and fixing retro-reflectorised road delineators complete as per drawing and Technical Specificationss Clause 805.

(a) Providing and fixing M-20 guard post 200mm x 200mm x 1.25m long including reinforcement 4 Nos. 12mm dia HYSD vertical bars and 6 No. stirrups 8mm dia HYSD bars, duly embedded in cement concrete grade M-10, 600mm x 600mm x (b) Providing and casting M-20 guard post 200 mm x 200 mm x 650 mm length including reinforcements 4 nos 12 mm dia HYSD Vertical bars and 4 nos 8 mm dia HYSD striups over retaining wall as per drawing and Technical Specification

Fixing of serviceable kerb retrieved fom quantity dismantled at item 1.02 (f) including transportation from retrieved site.

Providing cement concrete separator with M-10 grade concrete in foundation and M-15 grade cc in separator with 300 mm gap in between 10 m long separator as per drawing and Technical Specifications 800, 1500 and 1700.

7-28

BILL NO. 9

9. MISCELLANEOUS


9.01

a) Hard top passenger cars maximum 2 Nos. Veh month -

b) Hard top jeeps 4W drive, maximum 2 Nos. Veh month -

9.02 Nr. -

9.03 Nr. -

9.04

(a) in Soil 1 m - 3 m m 80 3 m - 5 m m 100

(b) in Rock 3 m - 10 m m 150 10 m - 15 m m 100


Providing and maintaining vehicles for the Engineer and the employer including providing of driver, POL etc. as per Technical Specificationss Clause 124.

Supply of colour record photographs with negatives and two colour prints therefrom mounted in album as per Technical Specificationss Clause 125.

Supply of additional prints of coloured photographs as per Technical Specificationss Clause 125.

Sub-soil investigation at each pier and abutment location as per IRC : 78 - 2000

7-29

BILL NO. 10

10. MAINTENANCE


10.01 km.month -

10.02 sq.m. -

10.03 sq.m. -

10.04 sq.m. -

10.05 sq.m. -

10.06 sq.m. -

10.07 Disilting removal of sludge of existing etc. culverts. Nos. -


Carrying out repairs to pot-holes and patching to existing bituminous carriageway surfacing as per Technical Specificationss Clause 3004 as per the directions and orders of the Engineer.

Providing renewal coat with semi-dense concrete 20 mm thick using bitumen binder by weight of mix as per Technical Specificationss Clause 508 to the areas of the existing carriageway as per the directions and orders of the Engineer.

Providing bituminous tack coat 2.0 kg / 10 sqm with bitumen/ emulsion as per Technical Specification Clause 503.

Sealing of cracks in bridges/culverts by Epoxy Resin as per Cl. 2800 of Specifications

Replacement of spalled conc. for existing carriageway by Epoxy mortor as per Clause 2804.

Cement grounting/granuting/shortcrete for repair of existing culvert/bridge structures as per Cl.2806 and 2807 of Specifications

PAGE COLLECTION

Description

1 Site Clearance and Dismantling

Page No. : _______

Page No. : _______

Sub Total :

2 Earthworks

Page No. : _______

Page No. : _______

Sub Total :

3 Grangular Base Course and Sub-base

Page No. : _______

Sub Total :

4 Bituminous / Courses

Page No. : _______

Page No. : _______

Page No. : _______

Sub Total :

5 Culverts, Bridges and Protective Works

Page No. : _______

Page No. : _______

Page No. : _______

Page No. : _______

Page No. : _______

Page No. : _______

Page No. : _______

Bill No.

Total Bid Prices (Rupees in Figures and Words)

DescriptionBill No.


7 -32

Page No. : ________

Page No. : ________

Page No. : ________

Page No. : ________

Sub Total :

6 Drainage

Page No. : ________

Page No. : ________

Page No. : ________

Page No. : ________

Sub Total :

7 Junctions

Page No. : ________

Sub Total :

8

Page No. : ________

Page No. : ________

Page No. : ________

Sub Total :

9 Miscellaneous Item

Page No. : ________

Sub Total :

10 Maintenance

Page No. : ________

Sub Total :

Traffic Sign, Markings and Other Appurtenances

DescriptionBill No.


7 - 33

SUMMARY OF BILL OF QUANTITIES

FOR PACKAGE NO. :

Bill No. Description

1 Site Clearance and Dismantling

2 Earthworks

3 Granular Base Course and Sub base

4 Bituminous / Courses

5 Culverts, Bridges and Protective Works

6 Drainage

7 Junctions

8 Traffic Signs, Markings and Others Appurtenances

9 Miscellaneous Items

10 Maintenance

Total Bid Price

Total Bid Price (in words) :

Rupees : __________________________________________________________________

_________________________________________________________________________

Total Bid Prices (Rupees in Figures and

Words)

7 - 34

Date post:	10-Feb-2016
Category:	Documents
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