ts vs morth

Item No. Description Unit

1.01 Hect. 183

Estimated Quantity

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

Item No. Description Unit Estimated Quantity

1.02

Buildings

1) Kutcha structures (Hutments type) Sqm 35

2) Semi-Pucca structures (Tiled roof/AC sheet roof) Sqm 7,300

3) Pucca structures (RCC roof) Sqm 1,110

1.03

Dismantling structures and pavement including disposal of resulting materials, stacking and/or salvaging useful materials with all leads and lifts complete as per Technical Specifications Clause 202.

Cutting of trees including cutting of trunks, branches and removal of stumps& roots including stacking of serviceable material with all leads & lifts and back filling with approved material in depression / pit and as per Technical Specifications


a)Girth above 300mm to 600mm Nr. 23

b)Girth above 600mm to 900mm Nr. 57

c)Girth above 900mm to 1800mm Nr. 23

d)Girth above 1800 mm Nr. 12

1.04 Cum 19,790 Back filling with approved sand flooded with water in the Deep wells as per Technical Specifications Clause 305 and as directed by the Engineer.


1.05 Cum 302 Providing and laying Cement Concrete slab on wells including centering and shuttering all complete as per Drawings and Technical Specifications Sections 1500,1700, 2100 and Technical Specifications Clause 304.


TOTAL FOR BILL NO:1 (CARRIED FORWARD TO SUMMARY)

2.00 BILL NO.2: EARTH WORKS

2.01

a) In Soils Cum 556,080

b) In marshy soils Cum 69,510

c) In ordinary Rock Cum 764,610

2.02

a) Hard rock excavation Cum 91,499

Cum 26,143

c) Hard rock excavation where blasting is prohibited Cum 13,071

Cum 104,570

2.03 Cum ###

Roadway excavation in all types of soils including ordinary rock necessary for construction of roadway and drainage includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall

Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of all cut material including b) Hard rock excavation with controlled blasting where blasting is prohibited

d) Rebate towards the excavated useful hard rock available under item nos.202.Construction of embankment with approved material obtained from approved borrow areas complete with all leads and lifts as per Technical Specification Clause 305.


2.04 Cum 159,624 Construction of subgrade with approved material obtained from approved borrow areas complete with all leads and lifts, satisfying the soaked CBR value of Not less than 10% as per drawing and Technical Specification Clause 305.


2.05 Cum 11,131 Construction of earthen shoulder with approved granular material obtained from selected source with all leads and lifts etc., complete as per drawing and Technical Specifications Clause 407.


2.06(a) Cum 959,350 Construction of embankment with suitable materials deposited at site from roadway and drainage excavation including all leads and lifts etc., complete as per Technical Specification Clause 305..


2.06(b) Cum 324,808 Construction of subgrade with suitable materials deposited at site from roadway and drainage excavation including all leads and lifts etc., complete as per Technical Specification Clause 305..


2.06(c) Cum 82,230 Construction of Shoulder with suitable materials deposited at site from roadway and drainage excavation including all leads and lifts etc., complete as per Technical Specification Clause 305..


2.06(d) Cum 4,112 Construction of Median with suitable materials deposited at site from roadway and drainage excavation including all leads and lifts etc., complete as per Technical Specification Clause 305..


2.07 Cum 124 Removal of existing pavement layers/road crust for reconstruction (all types of layers) complete as per Technical Specification Clause 301.


2.08 Cum 63,779 Loosening and re compacting of existing ground where the existing ground is serving/suitable as subgrade complete as per Technical Specifications Clause 301 & 305.


2.09 Cum 19,582 Filling of median / island with approved material obtained from selected source as per Technical Specifications Clause 305 and 407.


2.10 Sqm 155 Scarifying Existing Bituminous Surface layer(s) as per Technical Specifications Clause 305.



3.00 BILL NO.3: GRANULAR BASE COURSE AND SUBBASE

3.01

Grading of Table - 400 -1 Grading I Cum 206,429

Providing and Construction of Granular Sub-base complete as per drawing and Technical Specifications Clause 401


3.02 Cum 180,811 Providing and Construction of wet mix macadam (WMM) base with approved material complete as per MORTH Technical Specification Clause No. 406



4.00 BILL NO.4: BITUMINOUS COURSE

4.01 Providing and applying bituminous Primer Coat over granular surface with bitumen emulsion complete as per Technical Specification Clause 502.


a) @ 7.5 kg/ 10 sqm Sqm 736,816


4.02 Providing and applying bituminous Tack coat over prepared surface with bituminous emulsion all complete as per Technical Specification Clause 503


a) @ 2.75 kg / 10 sqm over granular surface treated with primer Sqm 736,816

b) @ 2.25 kg /10 sqm over bituminous surface Sqm ###

4.03 Cum 1,442 Providing and laying Bituminous Macadam (BM, Grading-2) course in PCC using at the rate of 3.3% by weight of total mix of 60/70 grade of bitumen, all complete as per MORTH Technical Specification Clause No. 501 & 504


4.04 Cum 78,620 Providing and laying Dense Bituminous Macadam (DBM, grading-2) course using 60/70 grade of bitumen complete as per MORTH Technical Specification Clause No. 507.


4.05 Cum 721 Providing and laying Semi-dense Bituminous concrete including cost of cleaning and applying tack coat, as per the direction of the Engineer and Technical Specifications Clauses 503 & 508.


4.06 Cum 32,540 Providing and laying Bituminous Concrete wearing course using Modified Bitumen as per drawing and Technical Specification Clause No. 509 & 521.


509.3.3. Job mix formula: The procedure for formulating the job TABLE 500-17. PHYSICAL REQUIREMENTS FOR COARSE AGGREGATE FOR BITUMINOUS CONCRETE PAVEMENT LAYERS Property Test Specification

Cleanliness Grain size analysis1 Max 5% passing 0.075 mm sieve

Particle shape Flakiness and Elongation Index (Combined) 2 Max 30%

(Combined)2 Strength* Los Angeles Abrasion Value3

Aggregate Impact Value4 Max 30% Max 24%

Polishing Polished Stone Value5 Min 55 Durability Soundness: 6

Sodium Sulphate Magnesium Sulphate

Max 12% Max 18%

Water Absorption

Water absorption7 Max 2%

Stripping Coating and stripping of Bitumen Aggregate

Mixtures9 Minimum retained coating 95%

Water Sensitivity**

Retained Tensile Strength8 Min 80%


TABLE 500-18. COMPOSITION OF BITUMINOUS CONCRETE PAVEMENT LAYERS Grading 1 2 Nominal aggregate size 13 mm 10 mm Layer Thickness 35-40 mm 25-30 mm IS Sieve1 (mm) Cumulative % by weight of total aggregate passing 45 37.5 26.5 100 19 79-100 100 13.2 59-79 79-100 9.5 52-72 70-88 4.75 35-55 53-71 2.36 28-44 42-58 1.18 20-34 34-48 0.6 15-37 26-38 0.3 10-20 18-28 0.15 5-13 12-20 0.075 2-8 4-10 Bitumen content % by mass of total mix2

5.0 - 6.0 5.0 - 7.0

Bitumen grade (pen) 65 65 Notes: 1. The combined aggregate grading shall not vary from the low limit on one sieve to the high limit on the adjacent sieve. 2. Determined by the Marshall method.


TABLE 500-18. COMPOSITION OF BITUMINOUS CONCRETE PAVEMENT LAYERS Grading 1 2 Nominal aggregate size 13 mm 10 mm Layer Thickness 35-40 mm 25-30 mm IS Sieve1 (mm) Cumulative % by weight of total aggregate passing 45 37.5 26.5 100 19 79-100 100 13.2 59-79 79-100 9.5 52-72 70-88 4.75 35-55 53-71 2.36 28-44 42-58 1.18 20-34 34-48 0.6 15-37 26-38 0.3 10-20 18-28 0.15 5-13 12-20 0.075 2-8 4-10 Bitumen content % by mass of total mix2

5.0 - 6.0 5.0 - 7.0

Bitumen grade (pen) 65 65 Notes: 1. The combined aggregate grading shall not vary from the low limit on one sieve to the high limit on the adjacent sieve. 2. Determined by the Marshall method.

TABLE 500-19. REQUIREMENTS FOR BITUMINOUS PAVEMENT LAYERS

Minimum stability (kN at 60 oC) 9.0

Minimum flow (mm) 2

Maximum flow (mm) 4

Compaction level (Number of blows) 75 blows on each of the two faces of the specimen

Per cent air voids 3-6

Per cent voids in mineral aggregate (VMA) See Table 500-12 below

Per cent voids filled with bitumen (VFB) 65-75

Loss of stability on immersion in water at 60oC (ASTM D 1075)

Min. 75 per cent retained strength


TABLE 500-19. REQUIREMENTS FOR BITUMINOUS PAVEMENT LAYERS

Minimum stability (kN at 60 oC) 9.0

Minimum flow (mm) 2

Maximum flow (mm) 4

Compaction level (Number of blows) 75 blows on each of the two faces of the specimen

Per cent air voids 3-6

Per cent voids in mineral aggregate (VMA) See Table 500-12 below

Per cent voids filled with bitumen (VFB) 65-75

Loss of stability on immersion in water at 60oC (ASTM D 1075)

Min. 75 per cent retained strength


Designation Grade and Requirements Methods of Test

PMB 120 PMB 70 PMB 40

Penetration at 25OC, 0.1 mm,

100g, 5sec.

90 to 150 50 to 89 30 to 49 IS: 1203-1978

Penetration at 4OC, 0.1 mm, 200g,

60 sec., Minimum*

35 22 18 IS: 1205-1978

Softening Point, (R & B), OC,

Minimum

38 48 59 IS: 1205-1978

Fraass Breaking Point, OC,

Maximum

-24 -16 -12 IS: 9381-1978

Ductility at 27OC, cm, Minimum 75 50 50 IS: 1208-1978

Flash Point, COC, OC, Minimum 220 220 220 IS: 1209-1978

Elastic Recovery of Half Thread in

Ductilometer at 15OC, %, Minimum

70

(50)**

60

(40)**

50

(30)**

ASTM

D5976 – 1996

Separation, Difference in softening

Point, R&B, OC, Maximum

4 4 4 ASTM

D5976 – 1996

Viscosity at 150OC, Poise 1-3 2-6 4-8 IS: 1206-1978





100g, 5sec.

90 to 150 50 to 89 30 to 49 IS: 1203-1978


60 sec., Minimum*

35 22 18 IS: 1205-1978


Minimum

38 48 59 IS: 1205-1978


Maximum

-24 -16 -12 IS: 9381-1978





70

(50)**

60

(40)**

50

(30)**

ASTM

D5976 – 1996



4 4 4 ASTM

D5976 – 1996


Test on Thin Film Oven Test Residue, TFOT (IS: 9382-1979

Designation Grade and Requirements Method of Test



60 sec., Minimum*

18 15 15 IS: 1203-1978

Loss in Weight, %, Maximum 1.0 1.0 1.0 IS: 9382-1979

Increase in Softening Point, OC, %,

Maximum

7 6 5 IS: 1205-1978

Reduction in Penetration at 25OC,

%, Maximum

35 35 35 IS: 1203-1978


Ductilometer at 15OC, %,

Maximum

60

(35)**

40

(30)**

35

(25)**

ASTM

D5976-1996






60 sec., Minimum*

18 15 15 IS: 1203-1978



Maximum

7 6 5 IS: 1205-1978


%, Maximum

35 35 35 IS: 1203-1978



Maximum

60

(35)**

40

(30)**

35

(25)**

ASTM

D5976-1996




100g, 5sec.

90 to 150 50 to 89 30 to 49 IS: 1203-1978


60 sec., Minimum*

35 22 18 IS: 1205-1978


Minimum

38 48 59 IS: 1205-1978


Maximum

-20 -15 -10 IS: 9381-1978





60

50

40

ASTM

D5976 - 1996



3 3 3 ASTM

D5976 - 1996






100g, 5sec.

90 to 150 50 to 89 30 to 49 IS: 1203-1978


60 sec., Minimum*

35 22 18 IS: 1205-1978


Minimum

38 48 59 IS: 1205-1978


Maximum

-20 -15 -10 IS: 9381-1978





60

50

40

ASTM

D5976 - 1996



3 3 3 ASTM

D5976 - 1996





60 sec., Minimum*

18 15 12 IS: 1203-1978



Maximum

7 6 5 IS: 1205-1978


%, Maximum

35 35 35 IS: 1203-1978



Maximum

45

35

30

ASTM

D5976-1996

TABLE 500-46. REQUIREMENTS OF POLYMER MODIFIED BINDERS (TREATED WITH MODIFIED CRUMB RUBBER)


CRMB

60

CRMB

55

CRMB

50


100g, 5sec.

50 - 70 50 - 60 40 - 60 IS: 1203-1978


Minimum

50 55 60 IS: 1205-1978



40

35

30

ASTM

D5976 – 1996



%, Maximum

60 60 60 IS: 1203-1978


Maximum

5 5 5 IS: 1205-1978

Elastic Recovery of Half

Thread in Ductilometer at 15OC, %,

Minimum

25

20

15

ASTM

D5976-1996

CRMB - Crumb Rubber Modified Bitumen 521.7 Rate

The contract rate for modified binder shall be as per contract agreement.


4.07 Cum 2,258 Providing and laying Dry Lean Cement concrete (DLC) as per Table 600-1of Technical Specification Clause 601 with a minimum cement content of 150kg/Cum.

TABLE 500-46. REQUIREMENTS OF POLYMER MODIFIED BINDERS (TREATED WITH MODIFIED CRUMB RUBBER)


CRMB

60

CRMB

55

CRMB

50


100g, 5sec.

50 - 70 50 - 60 40 - 60 IS: 1203-1978


Minimum

50 55 60 IS: 1205-1978



40

35

30

ASTM

D5976 – 1996



%, Maximum

60 60 60 IS: 1203-1978


Maximum

5 5 5 IS: 1205-1978

Elastic Recovery of Half

Thread in Ductilometer at 15OC, %,

Minimum

25

20

15

ASTM

D5976-1996

CRMB - Crumb Rubber Modified Bitumen 521.7 Rate

The contract rate for modified binder shall be as per contract agreement.


The material after blending shall conform to the grading as indicated in Table 600-1.

TABLE 600-1. AGGREGATE GRADATION FOR DRY LEAN CONCRETE

Sieve Designation Percentage passing the sieve by

weight 26.50 mm 100 19.00 mm 80-100 9.50 mm 55-75 4.75 mm 35-60 600.00 micron 10-35 75.00 micron 0-8


4.08 Cum 4,514

4.09 Cum 196


5.00 BILL NO.5: CULVERTS

5.01

Providing un-reinforced, dowel jointed, Pavement Quality Concrete (PQC) of M 40 grade concrete with minimum cement content of 400kg/Cum, including all costs of jointing, edge cutting, dowel bars etc., all complete as per drawing and

Providing and Laying cement concrete wearing coat M 30 grade including reinforcement complete as per Drawing and Technical Specification 2702

Earthwork in excavation of foundation for structures complete with all leads and lifts as per drawing and Technical Specification Clause 304.


a) Cum 527

b) Cum 3,160

c) In Hard rock requiring blasting Cum 1,053

d) In Hard rock where blasting is prohibited Cum 527

e) Cum 1,264

In all types of soil including ordinary rock by mechanical means (Excluding dewatering)In all types of soil including ordinary rock by mechanical means (Including dewatering)

Rebate towards the excavated useful hard rock available under item nos.501


5.02 Cum 2,098

5.03 Cum 11,907

Providing and laying approved sand filling in Foundation Trenches as per Drawing & Technical Specification clause 1008 and conforming to the IS-383

Back filling behind abutments, wing walls/ retaining walls and return walls with selected granular material of approved quality complete as per drawing and Technical Specification Clause 304 and 305.


5.04 Cum 155 Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504


5.05 Cum 1,043

5.06

a) PCC Grade M 20 Cum 621

b) PCC Grade M 25 Cum 101

5.07

a) RCC M 25 grade Cum 2,992

Providing and laying Plain cement concrete M 15 for leveling course etc. including centering and shuttering all complete as per drawing and Technical Specifications Section 1500 &1700Providing and laying Plain cement concrete in open foundation & substructure excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

Providing and laying Reinforced cement concrete for foundations & substructure excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200


5.08

a) RCC Grade M 25 Cum 962

5.09

a) Foundation Tonne 194

b) Substructure Tonne 259

c) Superstructure Tonne 143

5.10

a) H.P NP-4, 1200 mm Dia Lm 501

5.11 Cum 115

5.12 Cum 313

5.13 Cum 391

Providing and laying Reinforced cement concrete for box / slab culverts in superstructure excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2300Providing, cutting, bending and fixing in position of TMT bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600

Providing, laying and jointing NP-4 (as per IS:458-2003) Pipes for culverts, complete as per drawing and Technical Specifications Section 2900 and IRC : SP No.13 - 1998.Providing and laying filter material underneath stone pitching in slopes complete as per drawing and Technical Specification Section 2500.Providing and laying stone pitching in slopes complete as per drawing and Technical Specifications Section 2500.Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503.


5.14 Nr 384

5.15 Sqm 1,238

5.16 Nr 38

Providing and fixing Weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification Clause 2706.

Providing and laying wearing course comprising of 50mm Bituminous concrete on top of deck slab including cost of tack coat, using modified bitumen meeting the requirements given in table 500-29, laid to the required level and slope after

Providing Marker Post for buried culverts including synthetic enamel painting with necessary details as per IRC: 7-1971 and direction of Engineer.


5.17 Sqm 86

5.18 Sqm 409

5.19 Lm 297

5.20 Nr 28

Providing and painting with Synthetic enamel paint of approved quality for Culvert numbering, Type of Culvert and Details of Span Arrangement as per IRC:7-1971 and as directed by Engineer.

Providing and Applying ordinary paints of approved quality on surface of parapet/Crash Barrier of culverts as per drawing and Technical Specifications Section 800.Providing and constructing RCC crash barrier M 20 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6.

Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications Clause 2705.



6.00 BILL NO. 6 : BRIDGES

A. Dismantling & Cleaning

6.01 Earthwork in excavation of foundation for structures complete as per drawing and Technical Specifications Clause 304 with all leads and lifts upto 5000m.


a) Cum 13,598

b) Cum 37,799

c) Cum 952

d) Cum 10,796

6.02 Cum 26,867

In ordinary soil by mechanical means(Excluding Dewatering) - (Depth upto 3m)In ordinary soil by mechanical means(including Dewatering) - (Depth upto 3m)In ordinary soil by mechanical means(Excluding Dewatering) - (3m-6m)In ordinary soil by mechanical means(Including Dewatering) - (3m-6m)Providing and laying approved granular material Filling in Foundation Trenches as per Drawing & Technical Specification clause 1008 and conforming to the IS-383

TABLE 1000-2

IS Sieve Size Per cent by Weight Passing the Sieve Zone I Zone II Zone III

10 mm 100 100 100 4.75 mm 90-100 90-100 90-100 2.36 mm 60-95 75-100 85-100 1.18 mm 30-70 55-90 75-100 600 micron 15-34 35-59 60-79 300 micron 5-20 8-30 12-40 150 micron 0-10 0-10 0-10


6.03

With selected granular material of approved quality Cum 33,082

Providing and constructing Back Fill behind abutments, wing walls, retaining walls and return walls with selected material of approved quality complete as per drawings and Technical Specifications Clause 304 and 305.

TABLE 1000-2

IS Sieve Size Per cent by Weight Passing the Sieve Zone I Zone II Zone III

10 mm 100 100 100 4.75 mm 90-100 90-100 90-100 2.36 mm 60-95 75-100 85-100 1.18 mm 30-70 55-90 75-100 600 micron 15-34 35-59 60-79 300 micron 5-20 8-30 12-40 150 micron 0-10 0-10 0-10


6.04 Cum 9,387 Providing and constructing filter media behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications Clause 305 and 2504.


6.05

a) PCC Grade M 15 Cum 3,309

b) RCC Grade M 30 Cum 18,882

6.06

a) RCC Grade M 30

(i) Upto 5m height Cum 13,264

(ii) 5m - 10m height Cum 7,966

(iii) >10m height cum 3,409

6.07

a) RCC M 30 Cum 4,896

b) RCC M 35 Cum 11,684

6.08

a) PSC Grade M 45 Cum 4,477

6.09 Cum 806

Providing and laying Cement Concrete in foundation including centering and shuttering all complete as per Drawings and Technical Specifications Sections 1500,1700, 2100 and Technical Specifications Clause 304. (Excluding the cost of Providing and laying Cement Concrete in Sub-structure including centering and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2200 (Excluding cost of steel)

Providing and laying Reinforced Cement Concrete in Super structure complete as per Drawing and Technical Specifications Section 1500, 1700 & 2300.(Excluding cost of steel). All values for mix from batching plantProviding and laying Prestressed Cement Concrete in Super structure complete as per Drawing and Technical Specifications Section 1500, 1700,1800 & 2300.(Excluding cost of steel). All values for mix from batching plantProviding and laying Plain Cement concrete M-15 grade leveling course below approach slab as per drawings and Technical Specification Section 1500&1700


6.10 Cum 1,780

6.11 Sqm 34,713

Providing and laying Reinforced Cement Concrete M-30 grade for approach slabs including cost of reinforcement complete as per Drawings and Technical Specifications Section 1500, 1600, 1700 and Clause 2704.

Providing and laying (65mm thick) wearing course comprising of 50mm asphalt concrete over 15 mm thick mastic asphalt on top of deck slab including cost of prime coat meeting the requirements given in table 500-29, prepared by using mastic


6.12 Crash Barrier

Lm 3,961

6.13

a) Strip Seal Expansion Joint as per T.S. Clause 2607 Lm 1,108

b) Burried expansion Joint as per Cl 2604 Lm 546

6.14 Nr 344

Providing and constructing RCC crash barrier M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6.

Providing and fixing the following types of expansion joints complete as per Drawings and Technical Specifications Section 2600.

Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications Clause 2705.


6.15

a) Elastomeric Bearings Cucm ###

150.0 -200.0 MT Capacity Nr 552

6.16

a) In Foundation Tonne 1,493

b) In Sub Structure Tonne 2,632

c) In Super Structure Tonne 2,297

6.17 Tonne 168

6.18 Cum 876

6.19 Cum 1,960

6.20 Nr 8,176

Providing and fixing bearings complete as per Drawings and Technical Specifications Section 2000.

b) Knuckle Bearing (POT TYPE) as per IRC-83 Part-I, Clause 904 and as per T.S.Clause 2003.2(b)

Providing, cutting, bending and fixing in position of TMT reinforcement complete as per Drawings and Technical Specifications Section 1600.

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting all complete as per Technical Specifications Section 1800Providing and laying filter material underneath Stone pitching on embankment slopes complete as per Drawings and Technical Specifications Section 2500.Providing and laying Stone pitching in slopes complete as per Drawings and technical Specifications Section 2500Providing and fixing weep holes in abutments, wing walls and return walls etc. as per Drawings and Technical Specifications Clause 2706.


6.21 Sqm 104 Providing and painting with Synthetic enamel paints of approved quality on bridges with Bridge No. and Span arrangements as per IRC-7,1971 and as directed by Engineer


6.22 Sqm 9,560

6.23 Lm 219

6.24 Lm 1,730

6.25

a)1000mm dia Lm 758

6.26 Cum 2,850

6.27 Cum 11,920

6.28 Cum 1,097


7.00 BILL NO. 7 : ROAD JUNCTIONS

7.01 Sqm 61,438

7.02 Lm 280


8.00 BILL NO. 8: DRAINAGE AND PROTECTIVE WORKS

8.01 Sqm 215,985

Providing and Applying ordinary paints of approved quality on surface of parapets/Crash Barriers as per Drawings and Additional Technical Specifications.Providing and painting of flood gauge on sub-structure to full height and 500 mm width as per the drawings and IRC:67 -2001 as directed by the Engineer.Providing HDPE Service pipe 150 mm dia (7.70 mm thick) of approved quality in footpath complete as per Drawings and directions of the EngineerSupplying & placing inposition Void formers completeas per additional technical specificatins

Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7mx3mx0.6m each divided inti 1.5m compartments by cross netting, made from 4mm galvanised steel wire @ 32kg per 10 sqm having

Providing and constructing Back Fill behind Gabian walls with boulders as per drawings and Technical Specifications Clause 2500Providing and Laying boulder apron on river bed for protection against scour with stone boulders weighing not less than 40 kg, as per Technical Specifications Section 2500

Providing and Constructing footpath/paved separator platform/paved part of medians and islands including cost of providing and laying precast tiles of 25mm thick, preparation of base, drain pipes all complete as per drawing and Technical

Providing and Laying NP-4 pipes of 1000 mm dia for utility culverts at junctions complete as per drawing and Technical Specifications Section 2900 and IRC: SP 13 – 1973.

Providing and Laying of Turfing on embankment slopes and on median islands with green grass sods as per Technical Specification Clause No. 307


8.02 Cum 3,441

8.03

a) Dry Stone pitching with 300mm thick Cum 6,882

8.04 Km 11

8.05

Providing and Laying granular filter material underneath stone pitching on embankment slopes complete as per drawing and as per clause 2500 and Additional Technical Specifications.Providing and Laying stone pitching on embankment slopes complete as per drawing and Technical Specifications Section 2500Supplying & Planting flowering plants and shrubs in the median as per additional technical specificationsProviding and constructing lined surface drains to the required lines and grades as per drawing and Technical Specifications Clause 309 and Section 1700.


Table 300-3. GRADING REQUIREMENTS FOR FILTER MATERIAL

Percent Passing by weight

Sieve Designation Class I

Class II Class III 53 mm

—

—

100 45 mm

—

—

97-100

26.5 mm

—

100

—

22.4 mm

—

95-100

58-100

11.2 mm

100

48-100

20-60

5.6 mm

92-100

28-54

4-32

2.8 mm

83-100

20-35

0.10

1.4 mm

59-96

—

0-5

710 micron

35-80

6-18

—

355 micron

14-40

2-9

—

180 micron

3-15

—

—

90 micron

0-5

0-4

0-3


TABLE 300.4 GRADING REQUIREMENTS FOR AGGREGATE DRAINS

Sieve Size

Per cent passing by weight

Type A

Type B

63 mm

100

37.5 mm

100

85-100

19 mm

—

0-20

9.5 mm

45-100

0-5

3.35 mm

25-80

—

600 micron

8-45

—

150 micron

0-10

—

75 micron

0-5

—


a) Covered drain with 100 mm thick M 25 grade RCC slab Lm 2,167

Lm 682

Lm 45,043

8.06

b) Median Transverse chutes with M 15 grade concrete in superelevated portions with 750mm and 450mm wide openings.c) Lined surface Toe drains to the required lines and grades as per drawing and technical specification clause 309Providing and laying Plain Cement Concrete M 20 kerb as per drawing and Technical Specifications Clauses 408 and Section 1700.


a) M-20 Grade Median Kerb "A" Type Section Lm 22,698

b) M-20 Grade Median Kerb "L" Type Section Lm 3,468

8.07 Lm 5,609

8.08 Retaining wall

A Cum 42,910

Providing and Construction of water chutes with NP-2 (as per IS-458-1988) 300 dia RCC pipe (Semi circular) embedded in PCC M 15 including all costs of material and concreting works as per drawing and Additional Technical Specifications.Earthwork in excavation for foundation complete as per Technical Specifications Clause 304 in all types of Soil.


B Cum 15,313 Providing, laying and compacting filter material behind retaining walls complete as per drawing and Technical specifications Clauses 305 & 2504


C Cum 5,364

D Cum 12,786

E Cum 10,722

F Tonne 1,912

G Nr 20,720

Providing and laying Plain cement concrete of M 15 grade in open foundation & substructure complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200Providing and laying M 30 grade Reinforced cement concrete for foundation and structure complete as per drawing and Technical Specifications Section 1500, 1700, 2100 and 2200 (Excluding Cost of Steel)

Providing and laying M 30 grade Reinforced cement concrete for substructure complete as per drawing and Technical Specifications Section 1500, 1700 and 2200 (Excluding Cost of Steel)

Providing, Cutting, Bending and Fixing of TMT reinforcement (TMT bars) for foundation, Structure complete as per Drawings and Technical Specifications Section 1600Providing and fixing weep holes in retaining walls as per Drawings and Technical Specifications Section 2700.


8.09 Nr 50

8.10

a) Facia Panels with Sloped Surcharge Sqm 8,208

b) Facia Panels with VerticalSurcharge Sqm 11,776

8.11 Cum 209,943

8.12 Lm 2,148


9.00 BILL NO.9 : MISCELLANEOUS & SAFETY

9.01 Nr. 1

9.02

Providing and Constructing Water harvesting unit at every 500m intervals on either side of the carriage way as per the drawings and as Additional Technical Specification.Construction of Reinforced Earth structures including supply of all components with facia panels. Soil Reinforcing element, foundation beam, capping beam including treatment/ improvement/ strengthening of ground, if required, complete as Providing and Laying of selected granular soil behind reinforced earth structure including compaction complete as per Additional Technical Specification.Construction of RCC M 40 grade crash barrier and friction slab including cost of reinforcement complete as per approved Drawings and Additional Technical Specifications.

Construction of HTM system which includes Emergency communication system, Mobile communication system, Variable Message Sign System, Meteoroligical Data system, Automatic traffic counter-cum-classifier system & Power supply system as

Providing and fixing PCC/RCC hectometre, kilometre and 5th kilometre stones including cost of reinforcement complete as per Technical Specifications Clause 804.


a) 200-metre stone Nr. 192

b) Kilometre stone Nr. 40

c) 5th km. stone Nr. 8

9.03 Providing and Laying Pavement marking with hot applied thermoplastic material complete as per drawing and Technical Specifications Clause 803.


TABLE 800-3. PROPORTIONS OF CONSTITUENTS OF MARKING MATERIAL (Percentage by weight)

Component White Yellow Binder 18.0 min. 18.0 min. Glass Beads 30-40 30-40 Titanium Dioxide 10.0min. - Calcium Carbonate and Inert Fillers

42.0 max.

Sec

Yellow Pigments - Note


Sieve size Per cent retained Type 1 Type 2 1.18 mm 0 to 3 - 850 micron 5 to 20 0 to 5 600 -do- - 5 to 20 425 -do- 65 to 95 - 300 -do- - 30 to 75 180 -do- 0 to 10 10 to 30 Below 180 micron - 0 to 15


Sqm 20,759

Nr. 44

c) Pedestrian Crossing at junctions and median openings Sqm 324

9.04

A Informatory signs

a) Facility information Signs Sqm 402

b) Direction / Place Identification signs Sqm 96

Sqm 32

d) Route marker signs(450mm x 600mm) Nr. 50

B Cautionary signs, size triangular 1200mm side Nr. 44

C Mandatory signs, size

a) Circular 600 mm dia Nr. 50

b) Circular 900 mm dia Nr. 24

c) Triangular 1200 mm side Nr. 50

a) Lane/ Centre line/ Edge marking/ Transverse marking and any other markingb) Directional Arrows, Lettering etc. as per drawing No.61 of MORTH Type Designs for Intersections on National Highways

Supplying and fixing sign boards and as directed by Engineer, including the cost of posts, fitting and fixing. Sheeting will be retro reflective sheeting confirming to Section 800 and messages/borders will be screen printed complete as per

c) Advance Direction / Destination / Reassurance / Place Identification signs


9.05

Nr. 4

9.06

a) Hazard Markers Nr. 300

b) Object Markers Nr. 108

c) Raised pavement markers (Road studs) Nr. 3,000

d) Crash barrier indicators Nr. 960

9.07 Sets 900

9.08

Veh. Day 3,600

Veh. Day 5,400

9.09 Nr. 500

9.10 Nr. 200

Supplying and fixing overhead signs including cost of posts, truss, erection, fitting and foundations. Sheeting will be retro reflective micro sheeting confirming to section 800 and message/borders will be screen-printed complete as per

a) Four lane overhead Tubular Gantry Signs with retro reflective sheeting of area 31.05 sqmProviding and Fixing road delineators, Raised pavement markers etc. complete as per drawing and Technical Specifications Clause 805, 812, 813 and as directed by Engineer.

Providing & Maintenance of mobile cellular phones of Nokia, Samsung or equivalent make with SIM card for Employer, Engineer and his supervisory staff including cost of mobile cellular phone and using charges complete as per Technical

Providing and Maintaining vehicles for the Employer, Engineer and other supervisory staff including providing driver, POL etc. complete as per Technical Specification Clause 124 . a) Air Conditioned New Vehicle of capacity more than 2000cc (A/C), Innova, Scropio, Quallis or Equivalent on Hire charges basis

b) Air Conditioned New Vehicle of capacity more than 1400cc, Sumo, Ambassador, Bolero or Equivalent on Hire charges basis

Supply of colour photographs (2 prints each) along with digital soft copy stored in CD and printed photos mounted in album as per Technical Specifications Clause 125Supplying additional prints (size 15cm x 10 cm) of colour record photographs as per Technical Specification Clause 125.


9.11 Sets 10 Supplying colour VCD/DVD records before the construction, during construction stage & after construction, consisting of each set of edited master cassettes and VCDs/DVDs with 4 copies each complete as per Technical Specification Clause


9.12

A 840

B 2,520

C Retro reflective Cautionary / Warning signs 100

D Cones 30

E Solar Blinkers 50

F Red reflective tapes Lm 1,000

9.13 Lm 45,472

9.14 Nr. 14

9.15

a) Metal Beam Crash barrier Lm 26,243

Providing and Maintaining the detour temporary diversion partial closure of existing carriage way, switch over of the traffic from widened and unwidened section and vice versa including additional safety boards and safety apparatus during

Temporary barricading (Steel Type) with markings and arrows made of retro reflective sheeting as directed by Engineer

Lm - month

Temporary barricading using HDPE blocks in red and white colours

Lm - monthNr.- monthNr.- monthNr.- month

Providing and fixing Chain link fencing with L angles complete with gate, painting, concrete base and foundation complete as per drawing and Technical Specifications Section 1000 & 1900 and Clause 807.

Providing passenger shelters for Bus Bays as per drawing and Technical Specifications Section 1500, 1600 and 1700.Providing and fixing Galvanized Metallic "W" shape beam crash barrier complete as per drawing and Technical Specifications Clause 810.


9.16 Lm 7,200

9.17

a) Dia 600 mm -NP 4 Lm 1,285

a) Dia 300 mm - NP 2 Lm 714

9.18

a) Dia 110mm ( a set of 8 pipes ) (Service road Foot path) Lm 24,394

b) Dia 110mm (Main carriageway) Lm 22,839

c) Dia 160mm (Service road) Lm 38,014

Supplying & fixing of Noise barriers as per the drawing & additional technical specificationProviding, Laying and Jointing NP-4 (as per IS:458-2000) casing/conduit pipes for Main carriageway and NP-2 (as per IS:458-2000) casing/conduit pipes for Service Roads for carrying the utility line (cables etc.) complete as per Additional Technical Providing, Laying and Jointing HDPE pipes (Type PE63 PN4 as per IS4984-1995) for carrying the utility cables, including bedding, cost of pipes, labour charges, transportation charges, etc. complete as per Drawing and as per Directions of the


9.19 Nos 24

9.20

Nos 1

(b) Single Toll booths Nos 6

9.21

a) For 3.5 m wide Toll lane Nos 6

9.22 No 250

9.23(a) No 12

9.23(b) No 1


10.00 BILL NO. 10: MAINTENANCE,REPAIRS & REHABILITATION

10.01 Cum 500

10.02

Shallow potholes (depth < 75 mm ) Sqm 700

Construction of Utility chambers for Utility cables etc. complete as per drawings and as per the directions of the engineer.Construction of Administrative Block & Toll booth buildings including arrangement of electric supply, All Electrical items like fans, Lights, Socket receptacles, and Complete wiring, with requisite earthing, providing fire alarm and fighting system like

(a) Administrative block (6.1x2.43) + Change rooms (12.2x2.43)

Providing, installing and commissioning electrically operated barrier gates complete as per Additional Technical Specification and Manufacturer's Specification or as directed by Engineer.Providing and casting M-20 guard post 200mm x 200mm x 650mm length including reinforcements 4 nos 12mm dia TMT Vertical bars and 4 nos 8mm dia TMT stirrups over retaining wall as per drawing and Technical Specifications 800, 1500,

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

Construction of reinforced concrete M-15 grade Hazardous Chemical Holding Tank of suitable size at the locations approved by the Engineer, as per Drawing and Technical Specifications 1500, 1600, 1700 & 1900. Carrying out routine maintenance of Highway embankment by restoration of rain cuts, earthen shoulders as per Technical Specifications Clause 3002 and as per the directions of the Engineer (excluding bituminous work)

Carrying out treatment and repairs to pot holes and any necessary patching to existing bituminous carriageway surfacing as per Technical Specifications Clause 3004 and as per the directions of the Engineer.

ts vs morth

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