Upload
javedarzoo
View
65
Download
3
Embed Size (px)
Citation preview
S No Description Unit Quantity Rate
Bill No. 1 : SITE CLEARANCE AND DISMANTLING
1.01
i Girth 300mm to 600m Each 1550.000
ii Girth 600mm to 900mm Each 900.000
iv Girth 900mm to 1200mm Each 500.000
iii Girth above 1800mm Each 35.000
1.02 Clearing and Grubbing Road Land. Hct 130.745
1.03
a) Brick / Stone Structures Cum 743.461
b) Flexible Pavement Cum 322.560
c) i) Plain Concrete structures Cum 408.002
ii) RCC / PSC Concrete structures Cum 155.575
d) Km / 5th km stone including foundation cocnrete No 31.000
e) Pavement Edge Cutting Sqm 0.000
f) Sign Boards / Bill Boards No 10.000
g) Guard Post / Hectometer Stone. No 91.000
1.04 Km 0.000
1.05 0.000
i) Cum 0.000
ii) RCC M15 and M 20 Cum 0.000
iii) Rubble Stone Masonry in CM Cum 0.000
iv) Cum 0.000
1.06 Removing Hume Pipes and Stacking 0.000
a) Upto 600mm Dia m 0.000
b) Above 600mm to 900 mm Dia m 242.000
c) Above 900 mm Dia m 0.000
c) Above 900 mm Dia m 0.000
Bill No. 2 : EARTHWORK
2.01 Cum 119834.374
2.02 Loosening and Recompaction of subgrade Cum 154255.008
2.03 Cum 158398.126
2.04 Constrctions of Embankment with Borrow Soil. Cum 540315.761
2.04a) Constrctions of Embankment with Fly Ash Cum 500000.000
2.05 Cum 665419.753
2.06 Filling in Median / Island with Borrow Soil Cum 170416.141
2.07 Sqm526476.280
FOUR LANING OF MEERUT - BULANDSHAHR OF NH-235 IN THE STATE OF UTTAR PRADESH UNDER NHDP PHASE 66.48 kms
Cutting of Trees, Branches and Removal of Stumps, roots etc
Dismantling including Disposal of Unserviceable material
Coordinating with Respective Service Provider / Authorities cutting of tress, shifting of utilities and removal of enroachment etc.Dismantling of Structurwes like Culvert, Bridges, Retaining wall and other structureCement Concrete Grade M-10 and below by manual means.
Wood work wrought and fixed in frames of trusses upto a height of 5m.
Excavation in all Types of Soil in Roadway, Shoulders, verge etc
Constrctions of Embankment with Roadway Excavated Soil.
Construction of SubGrade & Earthen Shoulder with Borrow Soil
Turfing of embankment slopes, verge earthen shoulders etc with rough grassing.
Bill No. 3 : BASES AND SUB-BASES
3.01 Providing Drainage Layer below GSB Cum 161219.705
3.02 Providing Granular Sub-Base Cum 131913.104
3.03 Filter Media Cum 0.000
3.04 Proividing Wet Mix Macadam Cum 251613.212
Bill No. 4 : BITUMINOUS COURSES
4.01 Prime coat @ 9 Kg / 10sqm with Emulsion Sqm 1019334.566
4.02 Tack Coat 0.000
i) On Granular Surface @ 2.5 kg/10sqm Sqm 1019334.566
ii) On Bituminous Surface @ 2 kg / 10sqm Sqm 2639831.156
4.03 (a) Fog Seal for Sealing of Cracks Sqm 0.000
(b) Slurry Seal for Sealing of Wider Cracks. Sqm 0.000
4.04 Cum 26104.918
4.05 Providing and Laying Dense Bituminous Macadam Cum 100097.210
4.06 Cum 59141.230
4.07 Scarifying / Removing the Existing Bituminous surface Sqm 0.000
4.08 Construction of Foothpaths and Seperator Sqm 234.000
4.09 Dry Lean concrete cum 1834.380
4.10 Pavement Quality Concrete cum 3634.200
Bill No. 5 : BRIDGES
5.01 Cast in situ vertical piles of 1200 dia in RCC M-35 grade Lm 5349.100
5.02 Cum 9144.599
5.02 a) Cum 6717.415
5.03 Cum 3955.998
5.04 0.000
a) Cum 559.118
b) M 15 Below Approach Slabs. Cum 253.400
5.05 Providing and Laying RCC
a) Concrete in Foundation
(i) Cum 2557.303
(ii) Cum 3351.240
b) Concrete in Substructure
(i) M 30 Grade in Piers, Abutments of Bridges & Flyovers Cum 1668.468
(ii) Cum 2280.900
c) In Superstructure
(i) Cum 2389.063
(ii) Cum 516.000
(iii) Cum 936.000
(iv) M 35 Grade in Slab Type Superstructure. Cum 1344.720
5.06 Providing and Laying RCC in M 30 for Approach Slab Cum 302.400
5.07 Providing and Laying RCC in M 40 for Crash Barrier 0.000
a) Crash Barrier on Bridge Deck m 2097.500
b) Crash Barrier on Ground m 2534.400
Providing and Laying Profile Corrective Course with Dense Graded Bituminous Macadam
Providing and Laying Dense Bituminous Concrete Wearing Course using bitumen modifier.
Earth work in Excavation for Foundation in Ordinary SoilProviding and Laying Back Filling behind Abutment and Wing wall etc.Providing and Laying Filter Media behind the Abutment/wing wall etcProviding and Laying PCC in M 15 for Levelling CourseBelow Foundations, Pipe bedding, Pile caps & Toe wall for Pitching.
M 30 Grade in Box culverts, U trough, Retaining Wall, Open Foundation of Culverts, Curtain walls etcM 35 Grade in Abutment, Pier, Return wall Open Foundation, Pile cap etc.
M 35 Grade in Pier Caps, Abutment Caps, Pedestals of Bridges & Flyovers
M 35 Grade in Top Slabs of Box type structures, RC T-Beam & Solid Slab Type Superstructure of Bridges and Flyovers.M 40 Grade Concrete in RCC Girders, RC T-Beam of Bridges and Flyovers.M 40 Grade Concrete in PSC Girders, PSC T-Beam of Bridges and Flyovers.
5.08 a Providing HYSD Steel Reinforcment MT 2974.673
5.08 b High Tensile Strands MT 13.440
5.09 a Providing Elastomeric Bearings cucm 0.000
5.09 b POT / PTFE Bearings no. 100.000
5.10 Providing and Installing Strip Seal Expansion Joint m 769.000
5.11 Providing Tar Paper Bearing on Abutments / Piers etc. Sqm 173.250
5.12 (a) 0.000
(i) Tack Coat Sqm 8178.500
(ii) 40 thick Bituminous concrete Cum 327.140
(b) Sqm 8178.500
5.13 Providing Drainage Spout for new Structure Nos 160.167
5.14 Cum 0.000
5.15 Pitching on Slopes 0.000
(b) Cum 0.000
5.16 No 472.000
5.17 Sand Filling in Foundation in Trenches Cum 0.000
5.18 Providing and Fixing of PVC / UPVC Rigid Pipe 0.000
(b) 150 mm dia m 0.000
5.19 Initial Load test on Pile Vert No 19.000
5.20 Routine Pile Load Test Lateral No 19.000
5.21 Ingrety test on Pile No 19.000
5.22 MS 'I' Girders Mt 600.000
5.23 Load test of Bridge No 11.000
Bill No. 6 : CULVERTS
6.01 Earthwork in Excavation in Soil in Foundation Cum 2748.390
6.02 Cum 3255.225
6.03 Cum 736.980
6.04 0.000
a) Cum 1677.332
6.05 Providing and Laying RCC in 0.000
a) Concrete in Foundation 0.000
(i) Cum 1494.935
(iI) Cum 552.680
b) Concrete In Superstructure 0.000
(i) M 20 grade concrete in head wall, bracket etc Cum 853.138
(ii) Cum 731.234
6.06 Providing and Laying RCC in M 30 for Approach Slab Cum 355.110
6.07 Providing and Laying RCC in M 40 for Crash Barrier
a) Crash Barrier on Bridge Deck m 0.000
b) Crash Barrier on Ground m 0.000
6.08 Providing HYSD Steel Reinforcemnt MT 345.553
6.09 m 0.000
6.10
a) Tack Coat Sqm 5784.078
Providing and Laying Bituminous wearing course of 25mm thick Mastic Asphalt including 40 mm BC
Providing and Laying 25 mm Mastic Asphalt Wearing Coarse on Deck Slab.
Providing and Laying Filter Material underneath the Stone Pitching
Precast Cement Concrete Block of Grade M 15 fixed with 1:4 CMProviding Weep Holes in Abutment/Wing wall/Return wall with 100mm dia Ac pipe
Providing and Laying Back Filling behind Abutment and Wing wall etc.Providing and Laying Filter Media behind the Abutment / Wing wall etcProviding and Laying PCC in M 15 for Levelling CourseBelow Foundations, Pipe bedding Pile Caps & Toe wall for Pitching.
M 25 Grade in Base Slab of Box Culverts, U trough, Retaining Wall, Open Foundation of Culverts, Curtain walls etcM 25 Grade in Walls of Box Culverts, U-Trough, Return walls, Wing Walls, Dirt Walls etc
M 25 Grade in Top Slabs of Box Type Structures & Solid Slab Type Superstructure of Culverts
Providing and Installing Single Strip Seal Expansion JointProviding and Laying Bituminous wearing course of 25mm thick Mastic Asphalt
b) 65 Thick Bituminous Concrete Cum 375.965
6.11 Sqm 0.000
6.12 Providing Drainage Spout for new Structure Nos 12.000
6.13 Providing and Laying Apron 0.000
a) 300 th Dry Stone Pitching Cum 754.093
b) Cum 0.000
c) Cum 0.000
6.14 Nos 526.720
6.15 m 736.400
6.16 Sand Filling in Foundation in Trenches Cum 424.045
6.17 Providing and Fixing of PVC / UPVC Rigid Pipe 0.000
(b) 150mm dia m 0.000
6.18 Providing, fixing & jointing NP4 Hume Pipe 1200 dia Lm 1160.000
Bill No. 7 : RETAINING WALL
7.01 Earthwork in Excavation in Soil in Foundation Cum 0.000
7.02 0.000
a) Cum 0.000
7.03 Providing and Laying RCC 0.000
a) Concrete in Foundation 0.000
(i) Cum 0.000
b) Concrete In Subrstructure 0.000
(v) Cum 0.000
7.04 Providing HYSD Steel Reinforcemnt MT 0.000
7.05 No 0.000
7.06 Sand Filling in Foundation in Trenches Cum 0.000
Bill No. 8 : TRAFFIC SIGNS, MARKING AND ROAD APPURTENANCES
8.01 Construction of PCC Kerb M 15 Grade
a) Kerb m 122120.420
b) Kerb & Channel m 0.000
8.02 Providing RCC M 20 Grade Kilometer Stone 0.000
a) 5th Kilometer Stone No 8.000
b) Ordinary Kilometer Stone No 38.000
c) Hectometer Stones No 217.000
8.03 Providing Boundary Pillar in M 15 No 863.000
8.04 0.000
a) Sqm 38219.940
b) Directional Arrows,lettering etc Sqm 565.600
8.05 Retro Reflectorised Traffic Sign 0.000
(a) Sqm 83.280
b) Cautionary, 900 mm Triangle No 312.000
c) Mandatory Signs 0.000
i) Circular 600mm Dia No 304.000
ii) Octagon 900mm height No 95.000
Providing and Laying 25 mm Mastic Asphalt wearing course on Deck Slab.
Precast Cement Concrete Block of Grade M 15 fixed with 1:4 CM M 15 Grade Cement Concrete Flooring including Cut off wallsProviding Weep Holes in Abutment / Wing wall / Return wall with 100mm Dia Ac PipeProviding 20 mm thick Compressible Fiber Board type Expansion joint for Slab Culvert.
Providing and Laying PCC in M 15 for Levelling Coursebelow Foundations, Pipe bedding Pile caps & toe wall for Pitching.
M25 Grade in base slab of Box culverts, U trough, Retaining Wall, Open Foundation of Culverts, Curtain walls etc
M 25 Grade in Retaining wall, Piers, Abutments of bridges & flyovers
Providing Weep Holes in Abutment/Wing wall/Return wall with 100mm dia Ac Pipe
Providing Pavement Marking with hot applied Thermoplastic PaintsLane / Centre line / Edge line / Transverse Marking and Other Markings
Informatory Signs,Facility Signs,Directional Signs,Advance Direction etc
iii) Triangular 900 mm side No 13.000
8.06 0.000
a) Cluster of Red Reflectors No 36.000
b) Road Way Delineators No 304.000
c) One way Hazard Marker No 26.000
d) Two way Hazard Marker No 0.000
8.07 Providing Overhead sign Nos 2.000
8.08 LED Beacons Nos 86.000
8.09 m 0.000
Bill No. 9 : MAINTENANCE,PROTECTIVE WORKS,DUCTS & OTHER SERVICES
9.01 Sqm 0.000
9.02 Filter Material underneath Stone Pitching in Slopes Cum 0.000
9.03 Providing and Laying Stone Pitching on slopes Cum 0.000
9.04 Construction of unlined Surface Drains in Soil at Toe m 0.000
9.05 m 0.000
9.05 a m 0.000
9.06 Construction of Chute Drain / Catch Pit 0.000
9.06.1 Rm 0.000
9.06.2 PCC / RCC in Open Foundation PCC Grade M 15 Cum 0.000
9.06.3 Cum 0.000
9.06.4 Stone masonry in CM 1:3 for Substructure complete Cum 0.000
9.06.5 Plastering 12 mm thick with CM 1:3 in Substructure Sqm 0.000
9.06.6 Cum 0.000
9.06.7 Guard Post No 0.000
9.07 Metal Beam Crash Barrier Lm 12320.000
9.08 MS Railings Lm 2580.000
9.09 Bus Shelter No 30.000
Bill No. 10 : REINFORCED EARTH WALL
10.01 Providing & erecting precast concrete facia panels of M sqm 12038.400
10.02 Excavation below RE walls cum 0.000
10.03 Filter media behind RE walls 0.000
10.04 Filling of selected earth cum 63771.048
10.05 PCC M-15 below friction slab etc cum 638.352
10.06 RCC friction slab, levelling pad & coping beam M-20 cum 3252.649
10.07 Providing HYSD Steel Reinforcemnt MT 640.372
Bill No. 11 : STREET LIGHTING
11.01 High Mast No. 4.000
11.02 Double Arm No. 25.000
11.03 Single Arm No. 0.000
11.04 Normal Light fittings in Pedestrian Crossing No. 16.000
11.05 Cabling & Wiring Lump sum 1.000
Providing and Fixing Rectro-Reflectorised Road Delineators
Providing New Jersy Barrier in road side in M 20 Grade concrete
Carrying out Routine Maintenance of Existing Shoulder along the Right of Way
Construction of concrete M-25 Drains with both side gully Pit Construction of gully Pit M-25 at both side of concrete drain
Excavation for Prefabricated chute drain in high Embankment area
Square Rubble Coursed Stone masonry in CM 1:3 in Foundation complete
Back filling in trenches behind Abutment and wing wall etc.
Bill No. 12 : LANDSCAPING & TREE PLANTATION
12.01 Busshes in Median No. 121899.920
12.02 Trees Plantation at side of ROW No. 4308.200
Bill No. 13 : TOLL PLAZA
13.01 Toll Plaza Building & Systems etc No. 1.000
Total Amount
Amount
FOUR LANING OF MEERUT - BULANDSHAHR OF NH-235 IN THE STATE OF UTTAR PRADESH UNDER NHDP PHASE 66.48 kms
0