350,000 Grand Total 139,752,
4. Detailed Computation of Quantities
From To
Type-1 0.110 1.400 1.290 2 Lane Road 12 - 13 m. Proposed widening of existing road with Paved Shouldar (10 m. width) + 1.0 m. drain cum footpath on either side
22.5 GSB 250 mm in widening, DLC 150 mm. thick (M-15 Corcrete), PQC 300 mm. Thick (M-40 Grade Concrete) Type-2 0.000 0.110 0.110 2 / 4 Lane
Road
18-19 m. for Proposed
widening
Proposed 4-Laning with 5.50 m. Carriageway on either side and Road Side Drain cum Footpath, proposed Median width 1.20 m.
16.2 GSB 250 mm in widening, DLC 150 mm. thick (M-15 Corcrete), PQC 300 mm. Thick (M-40 Grade Concrete) Type-2 0.440 3 / 4 Lane
Road
18-19 m. for Proposed
widening
Proposed widening of existing road with Paved Shouldar (10 m. width) + 1.5 m. drain cum footpath on either side + 5.50 m. Service Road after drain on either side
22.5 GSB 250 mm in widening, DLC 150 mm. thick (M-15 Corcrete), PQC 300 mm. Thick (M-40 Grade Concrete) Connecting Length of NH-31 Jn. To NH-80 Jn. (275 m. + 165.00 m.) along with 4 Nos. of Major Junctions
Km . Ar ran gem ent for Proposed widening work m. required for proposed widenin m. Composition 39
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Quantity per Km.
Total Length in Km.
Total Quantity Remarks 1 GSB Layer 250 mm 1000 4.000 0.250 1000.000 1.290 1290.000
2 DLC 150 MM. Thick (M-15) 1000 10.500 0.150 1575.000 1.290 2031.750 3 PQC 300 mm. Thick (M-40) 1000 10.000 0.300 3000.000 1.290 3870.000
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Total Length Total Quantity Remarks 1 GSB Layer 250 mm 1000 10.000 0.250 2500.000 0.550 1375.000
2 DLC 150 MM. Thick (M-15) 1000 16.500 0.150 2475.000 0.550 1361.250 3 PQC 300 mm. Thick (M-40) 1000 15.000 0.300 4500.000 0.550 2475.000
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Quantity
Total Length in Km.
Total Quantity Remarks 1 GSB Layer 250 mm 1000 7.500 0.250 1875.000 0.350 656.250
2 DLC 150 MM. Thick (M-15) 1000 5.500 0.150 825.000 0.350 288.750
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Quantity
Total Length in Km.
Total Quantity Remarks 1 GSB Layer 250 mm 1000 10.000 0.250 2500.000 0.300 750.000
2 DLC 150 MM. Thick (M-15) 1000 16.500 0.150 2475.000 0.300 742.500 3 PQC 300 mm. Thick (M-40) 1000 15.000 0.300 4500.000 0.300 1350.000
Sl. No. Item of Work Total Quantity
Unit 1 GSB Layer 250 mm 4071 Cum. 2 DLC 150 MM. Thick (M-15) 4424 Cum. 3 PQC 300 mm. Thick (M-40) 7695 Cum.
Quantity for Inprovement of 4 Major Jn. (A ,B C & D) connecting NH‐80 and NH‐31 In a length of 75 m. Total Length = 300 m
Summary o f Quantity
Road wor k Quantity based on each ind ividual cro ss section
TCS ‐1
TCS ‐2
Km. in Km.
1 GSB Layer 250 mm 1000 4.000 0.250 1000.000 1.290 1290.000 2 DLC 150 MM. Thick (M-15) 1000 10.500 0.150 1575.000 1.290 2031.750 3 PQC 300 mm. Thick (M-40) 1000 10.000 0.300 3000.000 1.290 3870.000
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Total Length Total Quantity Remarks 1 GSB Layer 250 mm 1000 10.000 0.250 2500.000 0.550 1375.000
2 DLC 150 MM. Thick (M-15) 1000 16.500 0.150 2475.000 0.550 1361.250 3 PQC 300 mm. Thick (M-40) 1000 15.000 0.300 4500.000 0.550 2475.000
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Quantity
Total Length in Km.
Total Quantity Remarks 1 GSB Layer 250 mm 1000 7.500 0.250 1875.000 0.350 656.250
2 DLC 150 MM. Thick (M-15) 1000 5.500 0.150 825.000 0.350 288.750
Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Quantity
Total Length in Km.
Total Quantity Remarks 1 GSB Layer 250 mm 1000 10.000 0.250 2500.000 0.300 750.000
2 DLC 150 MM. Thick (M-15) 1000 16.500 0.150 2475.000 0.300 742.500 3 PQC 300 mm. Thick (M-40) 1000 15.000 0.300 4500.000 0.300 1350.000
Sl. No. Item of Work Total Quantity
Unit 1 GSB Layer 250 mm 4071 Cum. 2 DLC 150 MM. Thick (M-15) 4424 Cum. 3 PQC 300 mm. Thick (M-40) 7695 Cum.
Quantity for Inprovement of 4 Major Jn. (A ,B C & D) connecting NH‐80 and NH‐31 In a length of 75 m. Total Length = 300 m
Summary o f Quantity
TCS ‐2
Quantity for Minor Jn. Improvement connecting Nh‐327E In a length of 25 m. (total 12 Nos.) Length = 350 m
40
1.00
length Bredth Depth
(i) Girthfrom300mmto600mm Nr. 12.00 (ii) Girthfrom600mmto900mm Nr. 6.00 (iii) Girthfrom900mmto1800mm Nr. 3.00 (iv) Girthabove1800mm Nr. 1.00
(i) Brick /Stone Masonry (Existing Median and Island, Drains, Structure etc.)
cum
265.00 Plain Concrete/reinforced cement concrete structures including
cleaning, straightening & cutting of bars and separating them out from RCC/PCC
a. PCC (Existing Median and Island, Drains, Structure etc.) cum 75.00 b. RCC (For Existing Structure) cum 25.00 (iii) Removing guard Rails, railings, Fencing, Edging Kerbs and Gutters,
etc. Lm 140.00
(iv) KilometreStone Nr. 2.00 (v) Sign boards/bill boards Nr. 36.00
As per Counting Measurement
Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar
Estimated Quantity As per Counting As per Counting As per Counting 1.01
SITE CLEARANCE AND DISMANTLING
Cutting of trees, including cutting of trunks, branches including removal of stumps & roots and backfilling with all lifts and leads as per MoRTH Technical Specifications Clause 201.
(ii) 1.02
Item Description Unit
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, sorting the dismantled material, disposal of unserviceable material with all lifts and leads, excavation and backfilling to required compaction complete as per MoRT&H Technical Specifications Clause 202.
LS as per Site Condition LS as per Site Condition LS as per Site Condition LS as per Site Condition
LS as per Site Condition LS as per Site Condition
length Bredth Depth
(i) Girthfrom300mmto600mm Nr. 12.00 (ii) Girthfrom600mmto900mm Nr. 6.00 (iii) Girthfrom900mmto1800mm Nr. 3.00 (iv) Girthabove1800mm Nr. 1.00
(i) Brick /Stone Masonry (Existing Median and Island, Drains, Structure etc.)
cum
265.00 Plain Concrete/reinforced cement concrete structures including
cleaning, straightening & cutting of bars and separating them out from RCC/PCC
a. PCC (Existing Median and Island, Drains, Structure etc.) cum 75.00 b. RCC (For Existing Structure) cum 25.00 (iii) Removing guard Rails, railings, Fencing, Edging Kerbs and Gutters,
etc. Lm 140.00
(iv) KilometreStone Nr. 2.00 (v) Sign boards/bill boards Nr. 36.00
As per Counting Measurement Estimated Quantity As per Counting As per Counting As per Counting 1.01 Cutting of trees, including cutting of trunks, branches including removal
of stumps & roots and backfilling with all lifts and leads as per MoRTH Technical Specifications Clause 201.
(ii) 1.02
Item Description Unit
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, sorting the dismantled material, disposal of unserviceable material with all lifts and leads, excavation and backfilling to required compaction complete as per MoRT&H Technical Specifications Clause 202.
LS as per Site Condition LS as per Site Condition LS as per Site Condition LS as per Site Condition
LS as per Site Condition LS as per Site Condition
41
1.00
length Bredth Depth
Measurement Estimated Quantity SITE CLEARANCE AND DISMANTLING
Item Description Unit
(a) Bituminouscourses cum 1,840.00 7.00 0.075 966.00 (b) Granularcourses cum 1,840.00 7.00 0.200 2,576.00 1.03 Dismantling of flexible pavements and disposal of dismantled materials
up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202.
(a) Bituminouscourses cum 1,840.00 7.00 0.075 966.00 (b) Granularcourses cum 1,840.00 7.00 0.200 2,576.00 1.03 Dismantling of flexible pavements and disposal of dismantled materials
up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202.
42
2.00
length Bredth Depth
(a) All types of soils including marshy soil and ordinary rock cum 1840.00 8.00 0.50 7360 2.02 cum 300.00 6.00 0.75 1350 2.03 cum 1840.00 8.00 0.50 7360 Measurement Estimated Quantity EARTH WORK
Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar
Description
Item Unit
2.01
Loosening and recompacting sub-grade soil in all kinds of soil complete as per Technical Specifications Clauses 305
Earthwork in excavation necessary for construction of roadway and drainage including dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per Technical Specifications Clause 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads.
Construction of embankment/subgrade (in reconstruction section of approaches to Bridge in 300 m. length) with suitable material obtained from roadway, drainage excavation, etc. with all leads and lifts all complete as per drawings and Technical Specifications Clause 305
length Bredth Depth
(a) All types of soils including marshy soil and ordinary rock cum 1840.00 8.00 0.50 7360 2.02 cum 300.00 6.00 0.75 1350 2.03 cum 1840.00 8.00 0.50 7360 Measurement Estimated Quantity Description Item Unit 2.01
Loosening and recompacting sub-grade soil in all kinds of soil complete as per Technical Specifications Clauses 305
Earthwork in excavation necessary for construction of roadway and drainage including dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per Technical Specifications Clause 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads.
Construction of embankment/subgrade (in reconstruction section of approaches to Bridge in 300 m. length) with suitable material obtained from roadway, drainage excavation, etc. with all leads and lifts all complete as per drawings and Technical Specifications Clause 305
43
5.00
length Bredth Depth 5.01 cum 3950.00 2.00 1.50 11850.00 5.02 cum 3950.00 1.40 0.08 414.75 5.03 cum 1753.80 5.04 tonne 158.00
Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar
Estimated Quantity
Providing cement concrete M-10 grade PCC (Levelling Course below drains, in vertical fall, outfall, escape for drainage arrangement as per drawing and MoRTH Technical Specifications sections 1500, 1700 and 2500.
DRAINAGE AND PROTECTION WORKS
Measurement 3950 x 40 /1000 3950 x {(1.3 x 0.125)+(1.0x1x0.125)+ (1.25x0.125)} Item No.
Providing and fixing in position uncoated Fe-500 grade HSD reinforcement in reinforced cement concrete structures complete as per drawing and Technical Specifications Section 1600.
Description
Earthwork in excavation for foundation in all types of soil for construction of drains, vertical fall, outfall and escape including disposal of surplus excavated earth with all leads as per MoRTH Technical Specifications Sections 300.
Unit
Construction of RCC M-20 grade Road side covered drain as per drawing - 1.275 m. avg. Height, 1.00 m. inner width and 125 mm side wall thickness) including cost of centering, shuttering with all leads and lifts all complete job as per drawing and Technical Specifications Clause 309 and Sections 1500 & 1700.
length Bredth Depth 5.01 cum 3950.00 2.00 1.50 11850.00 5.02 cum 3950.00 1.40 0.08 414.75 5.03 cum 1753.80 5.04 tonne 158.00 Estimated Quantity
Providing cement concrete M-10 grade PCC (Levelling Course below drains, in vertical fall, outfall, escape for drainage arrangement as per drawing and MoRTH Technical Specifications sections 1500, 1700 and 2500. Measurement 3950 x 40 /1000 3950 x {(1.3 x 0.125)+(1.0x1x0.125)+ (1.25x0.125)} Item No.
Providing and fixing in position uncoated Fe-500 grade HSD reinforcement in reinforced cement concrete structures complete as per drawing and Technical Specifications Section 1600.
Description
Earthwork in excavation for foundation in all types of soil for construction of drains, vertical fall, outfall and escape including disposal of surplus excavated earth with all leads as per MoRTH Technical Specifications Sections 300.
Unit
Construction of RCC M-20 grade Road side covered drain as per drawing - 1.275 m. avg. Height, 1.00 m. inner width and 125 mm side wall thickness) including cost of centering, shuttering with all leads and lifts all complete job as per drawing and Technical Specifications Clause 309 and Sections 1500 & 1700.
44
6.00
length Bredth Depth 6.01 Providing PCC (M-15) in foundation of Brick Masonry
walls in Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section 1700, 2100 and
Direction of Engineer
cum. 338.70
6.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section 1300 and Direction of Engineer.
cum. 223.30
6.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per
Technical Specifications Section 1300 and Direction of sqm. 195.00 - 5.00 975.00 6.04 Providing Painting Work with 2 Coat of synthetic enamel
complete as per Technical Specification and directions of the Engineer.
sqm. 195.00 - 5.00 975.00 6.05 Supplying and laying cast in situ cement concrete PCC M-25 I
shape kerbs section at Median, Rotary and Island Location all complete as per drawing and MoRTH Technical Specifications Clause 409. Lm. 1,400.00 1,400.00 2 x(195 x1.1 x 0.1) + (60 x 0.3 x0.1) + (1960x1.5x0.1) (195 x 0.9 x 0.50) + (195 x 0.30 x 2.00) + (1400 x 0.265 x 0.05)
Item Description Unit
Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar
JUNCTIONS, FOOTPATH AND KERBS
Measurement Estimated Quantity
length Bredth Depth 6.01 Providing PCC (M-15) in foundation of Brick Masonry
walls in Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section 1700, 2100 and
Direction of Engineer
cum. 338.70
6.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section 1300 and Direction of Engineer.
cum. 223.30
6.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per Technical Specifications Section 1300 and Direction of
sqm. 195.00 - 5.00 975.00 6.04 Providing Painting Work with 2 Coat of synthetic enamel
complete as per Technical Specification and directions of the Engineer.
sqm. 195.00 - 5.00 975.00 6.05 Supplying and laying cast in situ cement concrete PCC M-25 I
shape kerbs section at Median, Rotary and Island Location all complete as per drawing and MoRTH Technical Specifications Clause 409. Lm. 1,400.00 1,400.00 2 x(195 x1.1 x 0.1) + (60 x 0.3 x0.1) + (1960x1.5x0.1) (195 x 0.9 x 0.50) + (195 x 0.30 x 2.00) + (1400 x 0.265 x 0.05)
Item Description Unit Measurement Estimated Quantity 45 7.00 sqm 612.00 Nr. 24.00 i) Place Identification (600 x 800) Nr. 21 iii) Route Marker signs (600 x 450) Nr. 8 Nr. 24
i) Stop sign (900 octagonal) Nr. 8 ii) Speed Limit sign, Overtaking prohibited (600 Dia) Nr. 24
a) Road Delineators Nr. 150.00 b) Cluster of Red Reflectors Junctions Nr. 26.00 c) Hazard markers Nr. 20.00 d) Object markers Nr. 20.00 B) Cautionary Signs
7.02
C) Mandatory signs
Supplying and fixing at site traffic signs having retro-reflectorive sheeting of high intensity grade (Type III) fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes/ angles/ posts etc. all complete Job as per drawing and MoRTH Technical specifications Clause 801
Providing and fixing retro-reflectorised road delineators complete as per drawing and MoRTH Technical Specifications Clause 805
A) Informatory Sign
7.03
Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH- 80 in the State of Bihar
Item Unit
TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES
Estimated Quantity Description
a. Lane/centre line/edge line/ transverse marking and any other markings b. Directional Arrows, lettering etc. as per Drg. No.61 of MoRTH "Type
Design for Inter-sections on National Highways”.
7.01 Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.
7.00
sqm 612.00 Nr. 24.00
i) Place Identification (600 x 800) Nr. 21 iii) Route Marker signs (600 x 450) Nr. 8 Nr. 24 i) Stop sign (900 octagonal) Nr. 8 ii) Speed Limit sign, Overtaking prohibited (600 Dia) Nr. 24
a) Road Delineators Nr. 150.00 b) Cluster of Red Reflectors Junctions Nr. 26.00 c) Hazard markers Nr. 20.00 d) Object markers Nr. 20.00 B) Cautionary Signs
7.02
C) Mandatory signs
Supplying and fixing at site traffic signs having retro-reflectorive sheeting of high intensity grade (Type III) fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes/ angles/ posts etc. all complete Job as per drawing and MoRTH Technical specifications Clause 801
Providing and fixing retro-reflectorised road delineators complete as per drawing and MoRTH Technical Specifications Clause 805
A) Informatory Sign
7.03
Item Unit
TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES
Estimated Quantity Description
a. Lane/centre line/edge line/ transverse marking and any other markings b. Directional Arrows, lettering etc. as per Drg. No.61 of MoRTH "Type
Design for Inter-sections on National Highways”.
7.01 Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.
46
7.00
Item Unit
TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES
Estimated Quantity Description Nr. 7.00 Nr. - Nr. 2.00 7.05 Lm. 195.00 Providing and fixing reinforced cement concrete M-20 grade boundary stones,
hectometre, km and 5th km Stones including excavation, foundation concrete in M-15 Grade, centering and shuttering and reinforcement including all inscriptions etc. complete as per drawings and MoRTH Technical Specificaitons Section 800
7.04
Providing & fixing M.S. railing above Brick Wall at Rotary location including foundation concrete (M-15) and painting with approved paint etc. all complete job as per drawing and Technical Specifications Sections 800 & 1900.
i) Hectometer stones. iii) km. stone. ii) 5th km. stone.
Nr. 7.00 Nr. - Nr. 2.00 7.05
Lm. 195.00 Providing and fixing reinforced cement concrete M-20 grade boundary stones,
hectometre, km and 5th km Stones including excavation, foundation concrete in M-15 Grade, centering and shuttering and reinforcement including all inscriptions etc. complete as per drawings and MoRTH Technical Specificaitons Section 800
7.04
Providing & fixing M.S. railing above Brick Wall at Rotary location including foundation concrete (M-15) and painting with approved paint etc. all complete job as per drawing and Technical Specifications Sections 800 & 1900.
i) Hectometer stones. iii) km. stone. ii) 5th km. stone.
47
Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger.