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Tender ID
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
11 Mar 2026, 4:30 pmClosed
KRISHNA BHUSHAN KUMAR
EO
NAGAR PARISHAD SULTANGANJ
KRISHNA BHUSHAN KUMAR
EO
BOQ Construction of MODERN ENTRANCE GATE 3 NO.S AT NAGAR PARISHAD SULTANGANJ
126359
NPS-NIT-10/2025-26 GR-01
Open Tender
CIVIL
Jamui
• PAN NO.
• GST NO.
• DEPARTMENT REGISTRATION DETAIL
• LABOUR LICENCE NO.
• CHARACTER NO.
CIVIL
PERCENTAGE
L1
1
13 documents required · 13 mandatory
₹10,000
Processing Fee: 3540
₹4.9 L
NAGAR PARISHAD SULTANGANJ
28 Feb 2026
28 Feb 2026
12 Mar 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
2 Mar 2026
CIVIL WORKS
CARRIAGE
TOTAL (C)= (A)+(B)
CENTAGE @ 7% ON (C)
TOTAL (E)= (C) + (D) =
(Rupees Three Crore Nine Lakh Ten Thousand Only)
Signature
Architect / Engineer
Detail Estimate for construction of Boundary Wall of campus of Krishi Bazar Samiti Nokha, Rohtas
Column
Top Band
Middle Band
at fgl
Total=
Column
Total=
Top Beam
Middle Beam
Total=
On Extra Column Edge
Total=
Qty of Steel-25Kg/Sqm.=
Total =
Total=
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Extra Cost of Material
Brick
Cement
Total (B)=
GRAND TOTAL = (A) + (B) =
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
CARRAIGE COST OF MATERIAL
Coarse Sand =
Carriage Cost = 8/5 (9.40 x 26.5) +192.90=
Stone Chips
Carriage Cost =
Local Sand = Lead - (2 P +1 K )
Carriage Cost = 8/5( 9.40 x 2 + 22.80 x 1 ) +192.90
Bricks = Lead - (7P+1K)
Carriage Cost = 8/2000x1000 x (7 x 9.40 +1 x22.80 ) + 2.1 x 192.90
Cement /Steel = Lead - 5 Kms (P)
EXTRA CARRIAGE COST CALCULATION
CARRIAGE CALCULATION CHART
Local Sand
Sand Source - (Doriganj)
Stone Chips Source- Mirza Cheuki
Bricks
Cement
Steel
ADD EXTRA COST OF MATERIAL FOR Purnia COMM. W.r.t. GAYA AS PER SOR BCD
Bricks
Cement
Total (A)=
AT NATWAR UNDER DINARE BLOCK
ESTIMATED COST =
BIHAR RAJYA PUL NIRMAN NIGAM LTD.
WORK'S DIVISION- ARA
DESIGNED BY :
Arch-Aid Architects & Engineers Pvt Ltd.
508-Adharshila Complex, Gandhi Maidan,Patna-800001
tel. no. 0612-2323072
Email :- [email protected]
GENERAL ABSTRACT OF COST FOR CONSTRUCTION OF BOUNDARY WALL OF KRISHI BAZAR SAMITI AT NATWAR (DINARA BLOCK) IN DISTRICT-ROHTAS
CIVIL WORKS
CARRIAGE
TOTAL (C)= (A)+(B)
CENTAGE @ 7% ON (C)
TOTAL (E)= (C) + (D) =
(Rupees Three Crore Eighty Two Lakh Twenty Eight Thousand Six Hundred Only)
Signature
Architect / Engineer
Detail Estimate for construction of Boundary Wall of campus of Krishi Bazar Samiti Natwar (Dinara Block), Rohtas
Column
Top Band
Middle Band
at fgl
Total=
Column
Total=
Top Beam
Middle Beam
Total=
On Extra Column Edge
Total=
Qty of Steel-25Kg/Sqm.=
Total =
Total=
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
CARRAIGE COST OF MATERIAL
Coarse Sand =
Carriage Cost = 8/5 (9.40 x 35.7) +192.90=
Stone Chips
Carriage Cost =
Local Sand = Lead - (2 P +1 K )
Carriage Cost = 8/5( 9.40 x 2 + 22.80 x 1 ) +192.90
Bricks = Lead - (7P+1K)
Carriage Cost = 8/2000x1000 x (7 x 9.40 +1 x22.80 ) + 2.1 x 192.90
Cement /Steel = Lead - 5 Kms (P)
Carriage Calculation Chart
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Total
AT BUXAR BLOCK
ESTIMATED COST =
BIHAR RAJYA PUL NIRMAN NIGAM LTD.
WORK'S DIVISION- ARA
DESIGNED BY :
Arch-Aid Architects & Engineers Pvt Ltd.
508-Adharshila Complex, Gandhi Maidan,Patna-800001
tel. no. 0612-2323072
Email :- [email protected]
GENERAL ABSTRACT OF COST FOR CONSTRUCTION OF BOUNDARY WALL OF KRISHI BAZAR SAMITI AT BUXAR
CIVIL WORKS
CARRIAGE
TOTAL (C)= (A)+(B)
CENTAGE @ 7% ON (C)
TOTAL (E)= (C) + (D) =
(Rupees Three Crore Eighty Seven Lakh Sixty Three Thousand Four Hundred Only)
Signature
Architect / Engineer
Detail Estimate for construction of Boundary Wall of campus of Krishi Bazar Samiti Buxar
Column
Top Band
Middle Band
at fgl
Total=
Column
Total=
Top Beam
Middle Beam
Total=
On Extra Column Edge
Total=
Qty of Steel-25Kg/Sqm.=
Total =
Total=
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
CARRAIGE COST OF MATERIAL
Coarse Sand =
Carriage Cost = 8/5 (9.40 x 78.3) +192.90=
Stone Chips
Carriage Cost =
Local Sand = Lead - (2 P +1 K )
Carriage Cost = 8/5( 9.40 x 2 + 22.80 x 1 ) +192.90
Bricks = Lead - (7P+1K)
Carriage Cost = 8/2000x1000 x (7 x 9.40 +1 x22.80 ) + 2.1 x 192.90
Cement /Steel = Lead - 5 Kms (P)
Carriage Calculation Chart
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Total
Item no.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Total
seigniorage fee
Detailed Estimate of Toilet Block at Bazar Samiti, Bettiah
Earthwork
Total=
Sand Filling
WC for Handicapped
Changing room
Passage
Passage
He&She toilet block
Foyer
Below Footing
Total=
Soling (Above Plinth Lvl)
WC for Handicapped
Changing room
Passage
Passage
He&She toilet block
Foyer
Below Footing
Total=
PCC (Below Plinth level)
WC for Handicapped
Changing room
Passage
Passage
He&She toilet block
Foyer
Total=
PCC (Below Footing)
Total =
Brickwork
Y-Direction
Total (a)=
Deduction
Total (b)=
Total (a-b)=
Locker
Total (a)=
Deduction
Total (b)=
Total (a-b)=
Roof RCC work
Total (a)=
Vertical Band
Total(b)=
Rcc Work in roof Beam
Grid B,C, D (1-3)
Axis 1,2,3 (A-D)
Total(c)=
Total (a+b+c)=
Vol of trunc.
Pedastal
Vol of trunc.
Pedastal
Vol of trunc.
Pedastal
Total(a)=
RCC in tie beam
Grid A,D(1-3)
Axis 1,3 (A-D)
Total(b)=
RCC in beam at NGL
Grid A-D(1-3)
Axis (1-3) (D-A)
Total(c)=
Total=
Total=
RCC work in Column
Column
Total=
Flooring
WC for handicapped
Passage
He&She toilet block
Foyer
Total=
WC for handicapped
Passage
He&She toilet block
Foyer
Total (a)=
Deduction
Total(b)=
Total (a-b)=
Plaster work
WC for handicapped
Passage
He&She toilet block
Foyer
Total (a)=
Deduction
Total(b)=
Total=(a-b)=
Finishing Work
Doors
Total=
Total=
Total=
Pedastal
Pedastal
Pedastal
Total=
Total=
Axis (1-3) (a,D)
Total(a)=
Grid A-D (1-3)
Grid 1-3 (A-D)
Total (b)=
Roof Shutering
Total(c)=
Total (a+b+c)=
Total (a)=
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Total (b)=
Grand Total = (a)+(b)=
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
Material for Septic Tank
DETAILED ESTIMATE OF PROPOSED FISH MARKET AT BIHARSHARIF, NALANDA
Earthwork in Excavation
Total=
300 mm dia piles
Sand Filling in foundation
Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Total (a)=
Sand Filling(at plinth)
Office
Account
Passage
3.3m wide passage
3.45m wide passage
Total (b)=
Total = a+b=
Soling(at plinth )
Office
Account
Passage
3.3m wide passage
3.45m wide passage
Total (a)=
Soling(in foundation)
Total (b)=
Total (a+b)
PCC(in foundation)
Total (a)=
PCC(at plinth level)
Office
Account
Passage
3.3m wide passage
3.45m wide passage
Total (b)=
Total =a+b=
RCC in Footing
Pedestal
Pedestal
Pedestal
Total(a)=
RCC at NGL
Y-direction
Total =
Deduction
Total =
Total (b)=
Total =
RCC at plinth beam
Grid E,G (1-2,5-6)
Y-direction
Total =
Deduction
Total =
Total =
Brickwork in foundationfor 0.9 m
Grid E,G (1-2,5-6)
Y-direction
Total =
Deduction
Total=
Total =
Brickwork above plinth
Grid B,C (2-5)
Y-direction
Grid 3,4 (B-C)
Grid 1,6 (F-H)
X-direction
Grid B (2-5)
Y-direction
Grid 1,6 (F-H)
Stair
Total(a)=
Deduction
Column
Total(b)=
Total(A)=
Parapet
Y-Direction
Total (a)=
Deduction
Total (b)=
Total (B)=
Mumty
X-direction
Y-direction
Y-direction
Total (a)=
Deduction
Column
Total (b)=
Total (C)=
Total =A +B +C =
RCC work (At Sill level)
Total (A)=
RCC work (At lintel level)
Total (B)=
RCC at windows and doors
Total (C)=
Roof RCC work
Mumty
Portico
Platform
Total (D)=
RCC in Stair
Tread & Riser
Waist Slab
Landing
Passage
Entrance
Deduction
Entrance
Total (E)=
Roof beam work
Grid G (2-5)
Portico
Grid 1,2,3,4,5,6 (A-H)
Portico
Grid G (2-5)
Grid 1,2,3,4,5,6 (A-H)
Total (F)=
Total =
RCC Work in Column
Parapet
Mumty
Column
Total =
Flooring
Office
Account
Passage
3.3m wide passage
3.45m wide passage
Retail fish market
Total =
Total =
Skirting
Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm
Office
Account
3.3m wide passage
3.45m wide passage
Retail fish market
Passage
Total (a)=
Deduction
Passage
Entrance
Passage
Total (b)=
Stairs
Tread
Landing
Total ( c)=
Total =
Plaster Work
Office
Account
Retail fish market
Passage
Stair room
Passage
Passage
Total (a)=
Deduction
Window
Total (b)=
Total (A)= Total (a)- Total (b)=
Total =
Mumty
Total=
Outer side plaster
Mumty
Total (A)=
Deductions
Entrance
Total (B)=
Total=Total (A)-Total (B)=
Open Terrace
Total =
Finishing Work
Total(19)=
Window
Total(20)=
Window
Total(21)=
Shuttering
Pedestal
Pedestal
Pedestal
Total =
Tie beam at NGL
Y-direction
Total =
Total (A)=
Tie beam at plinth
Centring and shuttering including strutting, proping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers.
Grid E,G (1-2,5-6)
Y-direction
Total (B)=
Roof Beam Shutteing
Grid G (2-5)
Grid A,B,C,D,F,H (1-6)
Grid G (2-5)
Portico
Grid 1,2,3,4,5,6 (A-H)
Portico
Grid A,B,C,D,E,F,H (1-6)
Grid G (2-5)
Grid 1,2,3,4,5,6 (A-H)
Total (C)=
Total =
Total=(A)+(B)+(C)=
Column upto Mumty
Parapet
Mumty
Mumty
Total=
Roof Shuttering
First Floor
Mumty
Platform
Portico
Total=
Doors
Total(26)=
Steel Door Frame
Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete.
Total =
Qty of steel 40x40x6 per mtr @ 3.5 kg =
Total =
8.07Kg/sqm
Stair
Passage
Deduction
Column
Entrance
35Kg per sqm =
Total =
25Kg/sqm
Plinth Protection
Total(A)=
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
GENERAL ABSTRACT OF COST FOR PROPOSED ENTRANCE GATE, NAGAR PARISHAD, SULTANGANJ
CIVIL & ELECTRICAL WORKS
CARRIAGE
TOTAL (C)= (A)+(B)
Add GST @ 5.36% ON (C)
GRAND TOTAL
(Rupees Eighty One Lakh Forty Four Thousand Two Hundred Only)
NAGAR PARISAD SULTANGANJ,BHAGALPUR
Group no.-
Estimated Cost
Earnest Money
Time of Completion
Cost of B.O.Q
BILL OF QUANTITIES FOR MODERN ENTRANCE GATE 3 NO.S AT NAGAR PARISHAD SULTANGANJ
Below Plinth
Earth Work
Brick Soling
Sand Filling
P.C.C in Foundation
RCC Works
Brickwork
Brick work above Plinth
Flooring
Plaster Work
Outer Side Plaster
FINISHING WORK
Shuttering
Tie Beam at NGL.
Stiffner upto Plinth
Doors
Total (A)=
Electrical Works
Total (B)=
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Extra Cost of Material from Gaya
Cement
Brick
Add Seignorage Fee
Stone Chips
Bricks
Local Sand
Total (C) =
Total Cost of Civil Work
Add Gst 5.36%
Total (D)
Total cost of Electrification
Total
Detailed Estimate of PROPOSED ENTRANCE GATE, NAGAR PARISHAD, SULTANGANJ
Total=
Soling (Below Footing)
Total =
Sand Filling (Below Footing)
Total =
PCC (Below Footing)
Total =
RCC (Below Plinth)
Vol. Of truncated
Pedastal
Vol. Of truncated
Pedastal
Pedastal
Total(a)=
RCC tie beam (NGl)
X-Direction
Y-Direction
Total (b)=
Total (a+b)=
C'1,C'2,D'1,D'2,E'1,E'2,F'1,F'2
Total (a)=
Top Beam
Axis B,C,D,E,F,G (1-2)
Total-
Deduction
Column
Total-
Total (b)=
1st,2nd, 3rd Lintel Band
Y-Direction
Top Beam
Grid 1,2 (B-G)
Axis B-G (1-2)
Total=
Gate Terrace
Deduction
Total=
Brickwork
Y-Direction
Total (a)=
Deduction
Window
Total (b)=
Total(a-b)=
Total=
Total =
Qty of steel 40x40x6 per mtr @ 6 kg =
Total(24)=
Quantity @ per sqm. 20 kg =
Total =
Total =
Total=
Total (a)=
Grid 1,2 (B-G)
Grid 1,2 (B-G)
Axis B-G (1-2)
Total c=
Total (a+b)=
Pedastal
Pedastal
Pedastal
Total=
Electrical Works
Total (A)=
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Extra Cost of Material
Cement
Bricks
Add Seignorage Fee
Stone Chips
Bricks
Local Sand
Total (B)=
GRAND TOTAL = (A) + (B) =
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
Detailed Estimate of Electric,Guard,Store Room at Bazar Samiti, Bettiah
Earthwork
Total=
Sand Filling (Above Plinth Lvl.)
Store Room
Guard Room
Verandah
Below Plinth Lvl.
Total=
Soling (Above Plinth Lvl)
Store Room
Guard Room
Verandah
Below Plinth Lvl.
Total=
PCC (Above Plinth level)
Store Room
Guard Room
Verandah
Below Plinth Lvl.
Total=
Brickwork
Grid B (1-5)
Y-Direction
Total (a)=
Deduction
Verandah Grill
Total (b)=
Total (a-b)=
Guard Room
Y-Direction
Total (a)=
Deduction
Total (b)=
Total (a-b)=
Vol of trunc.
Pedastal
Total(a)=
RCC in tie beam
Grid A&B(1-5)
Axis 1,2,3,4,5 (A-B)
Total(b)=
RCC in beam at NGL
Grid A-B(1-5)
Axis (1-5) (A-B)
Total(c)=
Total=
Total=
Roof RCC work
Total (a)=
Vertical Band
Total(b)=
Rcc Work in roof Beam
Grid B,C, D (1-3)
Axis 1,2,3 (A-D)
Total(c)=
Total (a+b+c)=
RCC work in Column
Column
Total=
Flooring
Store Room
Guard Room
Verandah
Total (a)=
Skirting
Electrcal room
Store Room
Guard Room
Verandah
Total (b)=
Total (a+b)=
Plaster work
Store Room
Guard Room
Verandah
Total (a)=
Deduction
Total(b)=
Total=(a-b)=
Finishing Work
Doors
Total=
Total=
Total=
Pedastal
Total=
Stiffner
Total=
Axis (1-5) (A-B)
Total(a)=
Grid A-D (1-3)
Grid 1-3 (A-D)
Total (b)=
Roof Shutering
Total(c)=
Total (a+b+c)=
Verandah
Total =
25 kg/Sqm.=
Total=
MATERIAL STATEMENT
SAND (cum)
Sand Filling
Brick Work (1:6)
Brick Soling
CARRAIGE COST OF MATERIAL
Coarse Sand =
Carriage Cost = 8/5 (9.40 x 37.4) +192.90=
Stone Chips
Carriage Cost =
Local Sand = Lead - (2 P +1 K )
Carriage Cost = 8/5( 9.40 x 2 + 22.80 x 1 ) +192.90
Bricks = Lead - (7P+1K)
Carriage Cost = 8/2000x1000 x (7 x 9.40 +1 x22.80 ) + 2.1 x 192.90
Cement /Steel = Lead - 5 Kms (P)
Carriage Calculation Chart
Type of materials
Cement
Local Sand
Stone Chips
Brick
Steel
Total
CHAPTER - 3
EARTH WORK, EROSION CONTROL AND DRAINAGE
Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.
Unit = cum
Taking output = 120 cum
a) Labour
Mazdoor
b) Machinery
Truck 5.5 cum capacity
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost of 120 cum = a+b+c+d
Rate per cum = (a+b+c+d)/120
Royality @ Rs. 22.00 per Cum
Rate per cum
Rate per cum
Rate per cum
Unit = cum
Taking output = 120 cum
a) Labour
Mazdoor
b) Machinery
Truck 5.5 cum capacity
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 120 cum = a+b+c+d
Rate per cum = (a+b+c+d)/120
Royality @ Rs. 22.00 per Cum
Rate per cum
Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
Unit = cum
Taking output = 180 cum
a) Labour
Mazdoor
b) Machinery
Dozer, 80 HP @ 30 cum per hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 180 cum = a+b+c+d
Rate per cum = (a+b+c+d)/180
Finish rate
Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.
Unit = cum
Taking output = 108 cum
a) Labour
Mazdoor
b) Machinery
Dozer, 80 HP @ 20 cum per hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 108 cum = a+b+c+d
Rate per cum = (a+b+c+d)/108
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 cut road with in all lifts and leads upto 1000 metres
Unit = cum
Taking 0utput = 180 cum
a) Labour
Mazdoor
Driller
Blaster
b) Machinery
Dozer, 80 HP @ 30 cum per hour
Air compressor, 250 cfm with 2 jack hammer
Front end loader 1 cum bucket capacity
Tipper10 tonne capacity
c) Materials
Gelatin 80 per cent
Electric Detonators @ 1 detonator for 2 gelatin sticks of 125 gms each
Credit for excavated rock found suitable for use @ 50 per cent quantity blasted
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 180 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/180
2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced/restricted to that extent.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royality @ Rs. 22.00 per Cum but excluding watering, rolling & compaction)
Unit = cum
Taking output = 360 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic excavator 0.9 cum bucket capacity @ 60 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Royality @ Rs. 22.00 per Cum
Rate per cum
Finish rate
Inclluding Royalty @ rs22.00 per cum cost of watering rolling and compaction
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (including Royality @ Rs. 22.00 per Cum but excluding watering, rolling & compaction)
Unit = cum
Taking output = 240 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic Excavator 0.90 cum bucket capacity @ 36 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 240 cum = a+b+c+d
Rate per cum = (a+b+c+d)/240
Royality @ Rs. 22.00 per Cum
Rate per cum
Inclluding Royalty @ rs22.00 per cum cost of watering rolling and compaction
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
Unit = cum
Taking output = 36 cum
a) Labour
Mazdoor for trimming slopes including mannul loading in truck
b) Machinery
Hydraulic excavator with rock breaker attachment @ 6 cum per hour
Tipper 5.5 cum capacity, 1 trip per hour.
Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 36 cum = a+b+c+d
Rate per cum = (a+b+c+d)/36
2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent.
3.Being small quantity, manual loading will be economical in this case and has been provided accordingly.
Unit = cum
Taking output = 16 cum
a) Labour
Mazdoor including loading in truck
Chiseller
Blacksmith
b) Machinery
Tipper 5.5 cum capacity, 1 trip per hour.
Credit for excavated rock found suitable for use @ 50 per cent of excavated
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 16 cum = a+b+c+d
Rate per cum = (a+b+c+d)/16
2. Loading for disposal will be done manually, being small quantity.
3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the contractor.
Excavation for roadway in hard rock with controlled 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 cut road with in all lifts and leads upto 1000 metres
Unit = cum
Taking output = 180 cum
a) Labour
Mazdoor
Driller
Blaster
b) Machinery
Dozer 80 HP @ 30 cum per hour
Air compressor, 250 cfm with 2 jack hammers
Front end loader 1 cum bucket capacity
Tipper 5.5 cum capacity, 4 trips per hour.
c) Materials
Gelatin 80 per cent
Electric Detonators @ 1 detonator for1/2 gelatin stick of 125 gms each
Credit for excavated rock found suitable for use @ 50 per cent quantity blasted
Add 5 per cent of cost of a+b+c towards muffling arrangements to guard against any rock fly off during blasting
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 180 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/180
2. In case some rock is issued to the contractor at site, the item of carriage shall be reduced to that extent.
Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections (including Royality @ Rs. 22.00 per Cum but excluding watering, rolling & compaction)
Unit = cum
Taking output = 300 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic excavator 0.90 cum bucket capacity @ 50 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 300 cum = a+b+c+d
Rate per cum = (a+b+c+d)/300
Royality @ Rs. 22.00 per Cum
Rate per cum
Inclluding Royalty @ rs22.00 per cum cost of watering rolling and compaction
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Unit = cum
Taking output = 360 cum
a) Labour
Mazdoor
b) Machinery
Excavator0.90 cum bucket capacity @ 60 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303
Unit = sqm
Taking output = 400 sqm( 120 cum considering 300mm average depth of excavation over the existing rock face)
a) Labour
Mazdoor
b) Machinery
Air compressor 250 cfm with 2 leads @ 20 cum per hour
Dozer, 80 HP
Front end loader 1 cum bucket capacity
c) Materials
Gelatin 80 per cent
Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 400 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/400
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
Unit = cum
Taking output = 10 cum
a) Labour
Mazdoor
b) Overhead charges @ 0.06 on (a)
c) Contractor's profit @ 0.1 on (a+b)
Cost for 10 cum = a+b+c
Rate per cum = (a+b+c)/10
Unit = cum
Taking output = 300 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic excavator 1.0 cum bucket capacity
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 300 cum = a+b+c+d
Rate per cum = (a+b+c+d)/300
Finish rate
Unit = cum
Taking output = 10 cum
a) Labour
Mazdoor
b) Overhead charges @ 0.06 on (a)
c) Contractor's profit @ 0.1 on (a+b)
Cost for 10 cum = a+b+c
Rate per cum = (a+b+c)/10
Unit = cum
Taking output = 216 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic excavator 1.0 cum bucket capacity
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 216 cum = a+b+c+d
Rate per cum = (a+b+c+d)/216
2.In case of rock, foundation beyond3 m is not dug and hence not included.
Unit = cum
Taking output = 10 cum
a) Labour
i) Mate
ii) Driller
iii) Blaster
iv) Mazdoor
b) Machinery
Air Compressor 250 cfm with 2 jack hammer @ 15 cum per hour
c) Material
Blasting Material
Detonator electric
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 10 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/10
Unit = cum
Taking output = 10 cum
a) Labour
Mazdoor
b) Machinery
Air Compressor 250 cfm with 2 leads of pneumatic breaker @ 1 cum per hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 10 cum = a+b+c+d
Rate per cum = (a+b+c+d)/10
2.In case of rock, foundation beyond 3 m is not dug and hence not included.
Unit = cum
Taking output = 10 cum
a) Labour
Mate/Supervisor
Mazdoor
b) Machinery
Tractor-trolley
c) Material
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 10 cum = a+b+c+d+e
Rate per cum = ( a+b+c+d+e)/ 10
2. Shoring & strutting 20 per cent of (a), where required may be added
3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil
a) Labour
i) Mate
ii) Mazdoor for dressing sides, bottom and backfilling
b) Machinery
Hydraulic excavator 1.0 cum bucket capacity @ 60 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour.
c) Material
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 10 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/10
2. Shoring & strutting @ 10 per cent of (a+b), where required may be added
3. It is assumed that Marshy Soil will be available upto 3 m depth only. For deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for ordinary soil
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor including loading and unloading
b) Machinery
Tractor-trolley
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 100 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/100
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor
b) Machinery
Tractor with ripper attachment @ 60 cum per hour
Front end loader 1 cum bucket capacity @ 25 cum per hour
Tipper 5.5 cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 100 sqm = a+b+c+d
Rate per sqm = (a+b+c+d)/100
Finish rate
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Unit = cum
Taking output = 100 sqm
a) Labour
Mazdoor
b) Machinery
Hydraulic Excavator1 cum bucket capacity @ 60 cum per hour
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Dozer 80 HP for spreading @ 200 cum per hour
Motor grader for grading @ 100 cum per hour
Water tanker6 KL capacity
Earth compacter
c) Material
Cost of water
Compensation & Royality for earth taken from private land
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/100
Finish rate
Rolling with smooth wheeled rollar
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Unit = cum
Taking output = 100 cum
a) Labour
Mazdoor
b) Machinery
Dozer 80 HP for spreading @ 200 cum per hour
Motor grader for grading @ 100 cum per hour
Water tanker6 KL capacity
Vibratory roller 8-10 tonnes @ 100 cum per hour
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Rate for 100 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/100
Royality @ Rs. 22.00 per Cum
Finish rate
Rolling with smooth wheeled rollar
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Unit = cum
Taking output = 100 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic excavator1 cum bucket capacity @ 60 cum per hour
Tipper 10 tonne capacity
Add 10 per cent of cost of carriage to cover cost of loading and unloading
Dozer 80 HP for spreading @ 200 cum per hour
Motor grader for grading @ 50 cum per hour
Water tanker with 6 km lead
Compacter
c) Material
Cost of water
Compensation & Royality for earth taken from private land
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/100
Finish rate
Rolling with smooth wheeled rollar
Case-I
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
Unit = cum
Taking output = 600 cum
a) Labour
Mazdoor
b) Machinery
Tractor with ripper attachment
Motor grader for grading
Water tanker 6 KL capacity
Vibratory roller 8-10 tonne @ 80 cum/hour
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 600 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/600
Rolling with smooth wheeled rollar
Case-II
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
Unit = cum
Taking output = 600 cum
a) Labour
Mazdoor
b) Machinery
Tractor with ripper attachment
Vibratory road roller 8-10 tonne capacity
Water tanker6 KL capacity
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 600 cum = (a+b+c+d+e)
Rate per cum = (a+b+c+d+e)/600
Rolling with smooth wheeled rollar
Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth.
Unit = cum
Taking output = 10 cum
a) Labour
Mazdoor
b) Machinery
Dozer 80 HP @ 100 cum per hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 10 cum = (a+b+c+d)
Rate per cum = (a+b+c+d)/10
Stripping, Storing and Re-laying Top Soil from Borrow Areas in Agriculture Fields.
Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.
Unit = cum
Taking output = 300 cum
a) Labour
Mazdoor
b) Machinery
Dozer, 80 HP
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 300 cum = (a+b+c+d)
Rate per cum = (a+b+c+d)/300
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor for preparation of ground and fetching of sods
b) Machinery
Water tanker including watering for 3 months
Tractor-trolley
c) Material
Farm yard manure @ 0.18 cum per 100 sqm at site of work
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per 100 sqm = (a+b+c+d+e)/100
Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of 0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308.
Unit = sqm
Taking output = 240 sqm
a) Labour
Mazdoor
b) Machinery
Water tanker 6 KL capacity including watering for 3 months
Tractor-trolley
c) Material
Seeds
Sludge/Farm yard manure @ 0.18 cum per 100 sqm
Bitumen Emulsion
Jute netting, open weave, 2.5 cm square opening
Cost of water for 3 months
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 240 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/240
Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)
Unit = metre
Taking output = 10 metres
a) Labour
Mazdoor for dressing of bed and side of drain
b) Machinery
Hydraulic Excavator 0.3 cum bucket capacity @ 30 metres per hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 10 metres = a+b+c+d
Rate per metre = (a+b+c+d)/10
a) Labour
Mazdoor
b) Overhead charges @ 0.06 on (a)
c) Contractor's profit @ 0.1 on (a+b)
Cost for 10 metres = a+b+c
Rate per metre = (a+b+c)/10
Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.
Unit = metre
Taking output = 10 metres
a) Labour
Mazdoor for dressing of bed and side of drain
b) Machinery
Hydraulic Excavator 0.3 cum bucket capacity @ 15 metres per hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 10 metres = a+b+c+d
Rate per metre = (a+b+c+d)/10
a) Labour
Mazdoor
b) Overhead charges @ 0.06 on (a)
c) Contractor's profit @ 0.1 on (a+b)
Cost for 10 metres = a+b+c
Rate per metre = (a+b+c)/10
Rate per metre may be worked out based on quantity of hard rock as per design.
For rate of hard rock cutting, refer relevant item in this chapter
Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site.
Unit = metre
Taking output = 10 metres
a) Labour
Mazdoor for excavation and back filling
c) Material
Perforated pipe of cement concrete, internal dia 100 mm
Crushed stone as per table 300-3
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 10 metres = a+b+c+d+e
Rate per metre = (a+b+c+d+e)/10
Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway.
Unit = metre
Taking output = 10 metres
a) Labour
Mazdoor for excavation and back filling with aggregates
b) Material
Crushed stone as per table 300-3
c) Overhead charges @ 0.06 on (a+b)
Extra VAT @4%
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 10 metres = a+b+c+d
Rate per metre = (a+b+c+d)/10
Carriage of crushed stone
Labour cess @ 1% & Seigniorage Fee @ 2% = 3%
Finish rate
Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads.
Unit = Running metre
Taking output = one metre
a) Earthwork in soil
b) RCC work M-20 including carriage
Rate per metre = (a+b)
Rates for these items may be taken from chapters on earth work and substructures respectively.
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.
Unit = sqm
Taking output = 3500sqm
a) Labour
Mazdoor
Mazdoor skilled
b) Machinery
Smooth 3 wheeled steel roller 8-10 tonnes
Water tanker 6 KL, one trip per hour
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 3500 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/3500
Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313.
Unit = cum
Taking output = 100 cum
a) Labour
Mazdoor
b) Machinery
Dozer 80 HP for spreading @ 200 cum per hour
Vibratory road roller 8-10 tonnes @ 100 cum per hour
Water tanker 6 KL, one trip per hour
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/100
EARTH WORK ON HILL ROAD
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.
Unit = cum
Taking output = 260 cum
a) Labour
Mazdoor for trimming slopes and helping in excavation etc.
b) Machinery
Dozer 80 HP (D-80 A 12)@ 43.28 cum per hour
Front end loader
Tipper 5.5cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 260 cum = a+b+c+d
Rate per cum = (a+b+c+d)/260
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.
Unit = cum
Taking output = 170 cum
a) Labour
Mazdoor
b) Machinery
Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour
Front end loader
Tipper 5.5cum capacity, 4 trips per hour.
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 170 cum = a+b+c+d
Rate per cum = (a+b+c+d)/170
Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.
Unit = cum
Taking output = 170 cum
a) Labour
Mazdoor
Driller
Blaster
b) Machinery
Dozer 80 HP (D-80 A 12)@ 28.32 cum per hour
Air compressor 250 cfm with two jack hammer @ 20 cum per hour
Front end loader
Tipper 5.5cum capacity, 4 trips per hour.
c) Materials
Gelatine 80 per cent
Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 170 cum = a+b+c+d+e
Rate per cum = (a+b+c+d+e)/170
In case of hill roads, the altitude effect comes into play. The output of men and machines decreases progressively after 2100 m elevation leading to increase in cost . High altitude effect has been explained in the basic approach.
Work in Urban Roads
The cost of earth work in urban roads inhabited area will be comparatively higher due to following reasons:
a) There is mixed traffic on urban roads like slow moving hand and animal driven carts, rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into traffic jams. This causes loss of working time which may be in the range of 10 -15 per cent
b) There is considerable disruption of traffic adversely affecting the efficiency of the working parties including machines due to congestion caused by pedestrian traffic, local road side venders, parking of vehicles by the road side, encroachments by the shopkeepers and local shops who make use of the berms of the road in front of these shops and unauthorised conversion of road berms into mini local market The output of manpower and machines is substantially reduced due to factors mentioned above.
c) Cost of living in urban areas is comparatively more resulting into higher wages.
d) At times, work is executed during night time due to heavy traffic during day time. This involves extra expenditure by way of making arrangement for lighting and special transport for working parties due to odd hour
In the light of above, the authorities engaged in preparing the cost estimates may exercise their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in view the severity of factors mentioned above. Supporting details for the extra cost based on the actual conditions in specific cases will have to give in justification.
Suggestive
Construction of embankment with Flyash conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001 and as per approved plans.
Unit = cum
Taking output = 360 cum
a) Labour
Mazdoor
b) Machinery
Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum/hour
Tipper 10T capacity fly ash 360 x 1.2 = 432 tonnes
Add 10 per cent of cost of carriage for loading and unloading
Dozer 80 HP for spreading @ 200 cum/hour
Motor Grader for grading @ 100 cum/hour
Water tanker6 KL capacity
Vibratory Roller 8-10 tonne @ 100 cum/hour
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 360 cum = a+b+c+d
Rate per cum = (a+b+c+d)/360
2.The earth cover on sides and intermediate layers of earth sandwiching the flyash have not been included in this analysis. The same are required to be provided as per approved design and priced separately as embankment construction.
CHAPTER-11
HORTICULTURE
Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm yard manure or/and good earth to be paid for separately)
Unit = cum
Taking output = 15 cum
a) Labour
Mazdoor
b) Overhead charges @ 0.06 on (a)
c) Contractor's profit @ 0.1 on (a+b)
Cost for 15 cum= a+b+c
Rate per cum = (a+b+c)/15
Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor for grassing
Mazdoor for maintenance for 30 days
b) Machinery
Water tanker6 KL capacity
c) Material
Doob grass
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm= (a+b+c+d+e)/100
a) Labour
Mazdoor for grassing.
for maintenance for 30 days
b) Machinery
Water tanker6 KL capacity
c) Material
Doob grass
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/100
Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor for preparation of ground
Mali for fetching doobs grass roots and grassing at 15 cm apart
b) Machinery
Water tanker6 KL capacity
Tractor with filler
c) Material
Supply of farm yard manure at site of work
Fine grass
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/100
Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc
Unit = sqm
Taking output = 100 sqm
a) Labour
b) Machinery
Water tanker6 KL capacity
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/100
Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor for preparation of ground
Mali for fetching doobs grass roots hedges and grassing at 10 cm apart
b) Machinery
Water tanker6 KL capacity
Tractor with tiller
c) Material
Supply of farm yard manure at site of work @ 0.6 cum per 100 sqm
Fine grass
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/100
Maintenance of lawns with fine grassing for the first year including watering etc
Unit = sqm
Taking output = 100 sqm
a) Labour
b) Machinery
Water tanker6 KL capacity
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/100
Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart
Unit = Running metre
Taking output = 100metre
a) Labour
Mazdoor for digging of trench 60 cm wide and 45 cm deep
Mazdoor for refilling the excavated earth mixed with cow dung, preparation of ground and digging of plant, from the nursery carriage to site and planting in position
b) Machinery
Water tanker6 KL capacity
c) Material
Cost of hedge plants 2 rows at 30 cm apart
Supply of farm yard manure at site of work
Pesticide
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 metres = a+b+c+d+e
Rate per metre = a+b+c+d+e)/100
Labour cess @ 1%
Finish Rate
Unit = Running metre
Taking output = 100 m
a) Labour
Mazdoor
b) Machinery
Water tanker6 KL capacity
c) Material
Manure sludge/Farm yard manure
Pesticide
Cost of water
Cost of hedge plants @ 10 per cent casualty
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 metres = a+b+c+d+e
Rate per metre = a+b+c+d+e)/100
Unit = Running metres 200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3m and above.
Taking output = 1000 metres
a) Labour
Mazdoor
b) Machinery
Water tanker6 KL capacity
c) Material
Plants
Shrubs
Manure sludge/Farm yard manure
Pesticide
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Rate per Km = (a+b+c+d+e)
Unit = km
Taking output = one km
a) Labour
Mazdoor
b) Machinery
Water tanker 6 KL capacity
c) Material
Manure Sludge / farm yard manure at site
Cost of water
Replacement of casualties @ 10 per cent
Plants
Shrubs
Pesticides
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Rate per Km for one year = (a+b+c+d+e)
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
Unit = Each
Taking output = 10 trees
a) Labour
Mazdoor for planting
Mazdoor for maintenance for one year
b) Machinery
Water tanker6 KL capacity
c) Material
Sapling 2 m high 25 mm dia
Farm yard manure
Pesticide
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 10 trees = a+b+c+d+e
Rate per trees = (a+b+c+d+e)/10
Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure
Unit = sqm
Taking output = 100 sqm
a) Labour
Mazdoor
b) Machinery
Water tanker6 KL capacity
c) Material
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Cost for 100 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e) / 100
Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking
Unit = cum
Taking output = one cum
a) Material
a) Cost of well decayed farm yard manure duly screened, loading, carriage, unloading and stacking at site
b) Overhead charges @ 0.06 on (a)
c) Contractor's profit @ 0.1 on (a+b)
Rate per cum = (a+b+c)
Supply at site of work/ store-deoiled neem cake duly packed in used gunny bags
Unit = quintal
Taking output = one quintal
a) Cost, carriage, loading, unloading and stacking in store/site
b) Overheads@ per cent on (a)
c) Contractors profit@ per cent on (a+b)
Rate per quintal = a+b+c
Supplying sludge duly stacked at site/ store
Unit = cum
Taking output = one cum
a) Cost of sludge including carriage, loading, unloading and stacking at site
b) Overheads@ per cent on (a)
c) Contractors profit@ per cent on (a+b)
Rate per cum = a+b+c
Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 (1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete
Unit = Each
Taking output = one tree guard
a) Labour
Mason
Mazdoor
b) Material
Brick 2nd class including carriage
Cement mortar 1:6
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Rate per tree Guard = a+b+c+d
Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres
Unit = Metre
Taking output= 10 metres
a) Labour
Mason
Mazdoor
b) Material
Brick 2nd class including carriage
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Cost for 10 metre = a+b+c+d
Rate per metre = (a+b+c+d)/10
Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect
Unit = Each
Taking output = one tree guard
a) Labour
Blacksmith
Mazdoor
b) Material
Empty bitumen drum
MS sheet 50 x 0.5 mm
Rivets 6 mm dia and 10 mm in length
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Rate for each tree guard = a+b+c+d
Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects
Unit = Each
Taking output = one tree guard
a) Labour
Blacksmith
Mazdoor
b) Material
Empty bitumen drum
MS sheet50 x 0.5 mm
Rivets 6 mm dia and 10 mm in length
MSplate30 x 3 mm
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Rate for each tree guard = a+b+c+d
Wrought iron and mild steel welded work (using angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately
Unit = quintal
Taking output = one quintal
a) Labour
Blacksmith/ welder for cutting to design and shape and jointing
Mazdoor for fixing and helper for Blacksmith/welder
b) Material
Angle, tees, channels etc
Deduct the cost of scrap
Add 5 per cent of cost of material for welding rods and other welding accessories
c) Overhead charges @ 0.06 on (a+b)
d) Contractor's profit @ 0.1 on (a+b+c)
Rate per quintal = a+b+c+d
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
Unit = Each
Taking output = one tree guard
a) Labour
Blacksmith
Mazdoor
b) Material
MS iron 25 x 6 mm
MS iron 25 x 3 mm
Add 5 per cent of cost of material for riveting, bolting and welding accessories
c) Machinery
Tractor-trolley
d) Painting
Painting two coats including priming
e) Overhead charges @ 0.06 on (a+b+c)
f) Contractor's profit @ 0.1 on (a+b+c+e)
Rate per tree guard =a+b+c+d+e+f
2 . Rate of painting may be adopted from the chapter as Traffic signs.
Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together
Unit = Each
Taking output = one tree guard
a) Labour
Blacksmith
Welder
Mazdoor
b) Material
MS angle 30 x 30 x 3 mm
MS iron 25 x 3 mm
Steel wire 3 mm dia
Add 5 per cent of cost of material for riveting, bolting and welding accessories
c) Machinery
Tractor-trolley
d) Painting
Painting two coats including priming
e) Overhead charges @ 0.06 on (a+b+c)
f) Contractor's profit @ 0.1 on (a+b+c+e)
Rate per tree guard = a+b+c+d+e+f
Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes 0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high with 25 cm dia stem, backfilling the hole and watering
Unit = Hectare
Taking output = one hectare
a) Labour
i) Planting
Mazdoor
ii) For Maintenance for one year
Mazdoor
b) Machinery
Dozer 80 HP @ 1000 sqm/hour
Water tanker6 KL capacity (for planting)
Water tanker6 KL capacity (for maintenance)
c) Material
Sapling 1 to 1.5 m high 2 cm dia stem
Add 10 per cent of sapling
Decayed farm yard/sludge manure (planting)
Decayed farm yard/sludge manure (maintenance)
Pesticides for planting
Pesticides for maintenance
Cost of water
d) Overhead charges @ 0.06 on (a+b+c)
e) Contractor's profit @ 0.1 on (a+b+c+d)
Rate per hectare = a+b+c+d+e
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