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Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 1
Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
DETAILS OF QUANTITY & THEIR ABSTRACT (2X1.5)
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
1 219.32 Cum 40 8,773
In all types of SoilBox section 1 60.300 2.400 0.530 76.702Retrun Wall 4 3.650 1.800 1.030 27.068
Man hole 2 6.400 5.900 1.530 115.546Total 219.316
2 61.62 Cum 3,985 245,538Box section 1 60.300 2.400 0.150 21.708Retrun Wall 4 3.650 1.800 0.150 3.942Man hole (PCC) 2 6.400 5.900 0.150 11.328Approach slab 2 3.650 22.500 0.150 24.638
Total 61.616
Excavation for Structures (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 and backfilling with approved material.)
Providing and laying in position Plain Cement Concrete of Grade M 15 in levelling course below foundations complete as per drawings and Technical Specifications
Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 2
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
3 267.76 Cum 4,420 1,183,507
RCC M 25 GradeBox sectioni) Base slab 1 60.000 3.100 0.380 70.680ii) haunches 4 60.000 0.011 2.700iii) wall 2 60.000 0.300 2.000 72.000iv) Deck slab 1 60.000 2.100 0.350 44.100
v) Bracket2 59.000 0.300 0.300 10.6202 59.000 0.045 5.310
vi) Man hole bottam raft 2 5.400 5.400 0.440 25.661
vii) wall2 4.500 0.400 4.500 16.2002 5.400 0.400 4.500 19.440
Deduction of Median Opening -1 3.800 3.300 0.350 -4.389
Median opening Man hole2 3.800 0.400 1.000 3.0402 3.000 0.400 1.000 2.400
Total 267.762
4
RCC M30 Return wall
20.76 Cum 4,432 91,986Return wall raft 4 3.500 1.500 0.300 6.300
wall 4 3.500 0.350 2.950 14.455
Total 20.755
Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications
Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 3
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
5 8.00 Nos. 200 1,600
Return wall 4 2 8.000Total 8.000
6Approach slab M 30 (RCC)
37.80 Cum 4,432 167,5304 9.000 3.500 0.300 37.800
7 166.80 Cum 839 139,945
Behind web 2 60.000 0.600 2.000 144.000Behind return wall 2 7.600 0.600 2.500 22.800
Total 166.800
8 Wearing Coat CC M 30 (PCC) 2 8.600 9.000 0.165 25.542 25.54 Cum 4219 107,762
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall / return wall with 100 mm dia AC pipe,extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 4
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
9 32.63 MT 60,679 1,980,059
Box section 100 kg/Cum 26.776
Return wall 100 kg/Cum 2.076
Approach slab M 30 (RCC) 100 kg/Cum 3.780
Total 32.632
10 Lumsum 5,000
11 Crash Barriear 2 10.00 0.25 1 5.000 5.00 Cum 4,460.00 22300
12 Kerb 2 3.20 0 0 6.400 6.40 Rmt 308.00 1971.2
13 Road Sign Board Lumsum 11000
14 Enamel Paint Lumsum 4000
Total Amount 3970970.33
Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications
Providing & fixing Compressible fibre board in expansion joint complete as per drawing & Technical Specification.
Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 5
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
1 1.00 200.00 11.75 0.50 1175
2.00 200.00 0.85 0.64 217.6
Total Quantity 1392.6 1392.60 Cum 171.00 238134.6
2 1.00 200.00 9.35 0.20 374.00 374.00 Cum 958.00 358292
3 1.00 200.00 9.05 0.30 543.00 543.00 Cum 1,428.00 775404
Estimate For Narmada Canal Crossing Diversion
Embankment construction with material obtained from borrow pits (contruction 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 )
For Side Shoulders Above Sub Grade
Plant Mix Method (Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power rolled to achievethe desired density, complete as per clause 401)
wet mix macadam (Providing, Laying, Spreading and compacting grade stone aggregate to wet mix macadam specification including premixing the material with water at Omc in mechenical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desire density)
Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 6
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
4 1.00 200.00 9.05 0.00 1810.00 1810.00 sqm 25.00 45250
5 1.00 200.00 8.75 0.00 1750.00 1750.00 sqm 9.00 15750
6 1.00 200.00 8.75 0.10 175.00 175.00 Cum 7,264.00 1271200
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface an spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)
Dense bituminous macadam (Providing and laying dence bituminous macadam with 100 -120 TPH batch type HMP/Drummix plant 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 % by weight of toatal mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
Consulting Engineers Group Ltd, Deesa. Name of Work :- Estimate of RCC Box Structure for Crossing of Various Minors of Narmanda Canal System on NH- 15
(2X1.5 Single Cell) 7
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount
7 1.00 200.00 8.75 0.04 70.00 70.00 Cum 8,177.00 572390
Total Amount in Rs. Including diversion cost. 7247390.93
Say - 7247391.00
Bituminous concrete (Providing and laying bituminous concrete with 100 -120 TPH batch type HMP/Drum mix plant 60 to 90 TPH capacity producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 509 complete in all respects.)
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
ABSTRACT (A) Estimated Cost as per details of Quantity and Abstract (I+II) 9,443,667.71
(B) Add for Contingency & Supervision charges @ 3.125% 295,114.62
(C ) Add 1% for Quality Control 94,436.68
(D) Add 2% for Planning & Estimation 188,873.35
Total (A+B+C+D) 10,022,092.36
Say (Rs.) 10,022,092.36
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Kalayanpura Distributory on NH-15
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Garamadi Minor (i) on NH-15
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Piparala Minor on NH-15
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) 9,219,271.06
(B) Add for Contingency & Supervision charges @ 3.125% 288,102.22
(C ) Add 1% for Quality Control 92,192.71
(D) Add 2% for Planning & Estimation 184,385.42
Total (A+B+C+D) 9,783,951.41
Say (Rs.) 9,783,951.41
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Sidhada Minor (iii) on NH-15
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Parsund Distributory on NH-15
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Bamroli Minor on NH-15
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Garamadi Distibutory on NH-15
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Par Minor (i) on NH-15
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) #REF!
(B) Add for Contingency & Supervision charges @ 3.125% #REF!
(C ) Add 1% for Quality Control #REF!
(D) Add 2% for Planning & Estimation #REF!
Total (A+B+C+D) #REF!
Say (Rs.) #REF!
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) 13,311,885.48
(B) Add for Contingency & Supervision charges @ 3.125% 415,996.42
(C ) Add 1% for Quality Control 133,118.85
(D) Add 2% for Planning & Estimation 266,237.71
Total (A+B+C+D) 14,127,238.46
Say (Rs.) 14,127,238.46
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Par Distributory on NH-15
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Bavarda Minor on NH-15
Name of Work :- Estimate for RCC Chamber and RCC Box laying by pushing method for crossing of Manpura Sub Branch Canal on NH-14
ABSTRACT
(A) Estimated Cost as per details of Quantity and Abstract (I+II) 24,815,478.77
(B) Add for Contingency & Supervision charges @ 3.125% 775,483.71
(C ) Add 1% for Quality Control 248,154.79
(D) Add 2% for Planning & Estimation 496,309.58
Total (A+B+C+D) 26,335,426.84
Say (Rs.) 26,335,426.84
Name of Work :- Estimate for RCC Chamber and RCC Box laying by pushing method for crossing of Radhanpur Sub Branch Canal on NH-14
Consulting Engineers Group Ltd, Deesa.
DETAILS OF QUANTITIES & ABSTRACT
Description Unit Rate Amount
1 225.76 Cum 71.00 16,029
In all types of Soil
Man hole U/S side
Man hole D/S side
2 18.22 Cum 1,479.42 26,949
Man hole
3 9.11 Cum 5,060.42 46,090
Man hole (PCC)
4 104.32 Cum 6,536.42 681,902
RCC M 30 Grade U/S SIDEBox section
i)Man hole bottom raft
ii) wall long wallShort Walliii) Slab
Deduction of Canal Opening
Deduction for carring pipe
RCC M 30 Grade D/S SIDEBox section
i)Man hole bottom raft
ii) Wall
long wall
Short Wall
iii) Slab
Deduction of Canal Opening
Deduction for carring pipe
Total Qty. of RCC M-30
Name of Work :- Quatation of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Garamadi Minor (i) on NH-15
Item No.
Total Qty.
Rate As per SOR 2012-13
Excavation for Structures (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 and backfilling with approved material.) As per Sor
P.42/12.1
Providing and laying Filter material complete as per drawing and Technical specification.
As per SOR P.68/15.5
Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications. As per SOR
P.43/12.8 (A)
Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications.
As per SOR P.44/12.11 (vii) (i)
Consulting Engineers Group Ltd, Deesa.
Description Unit Rate AmountItem No.
Total Qty.
Rate As per SOR 2012-13
5 10.43 MT 71,828.00 749,166
For Man hole raft and wall @ 100kg / cum
(I) Total Amount of Main hole chamber 1520136.59
Supply and laying MS Pipe including epoxy coating (by pushing method) for Garamdi
1 37287.50 Kg. 76.16 2,839,816
2 50.00 Mtr. 7,000.00 350,000
3 40.00 Mtr. 30,337.20 1,213,488
4 10.00 Mtr. 25,881.00 258,810
5 29594.50 Kg. 76.16 2,253,917
6 62.00 Mtr. 6,500.00 403,000
7 62.00 Mtr. 9,750.00 604,500
(II) Total Cost for Supplying and laying 7923531
Total Cost including pipe pushing and main hole Chamber (I+II) 9443668
Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications. As per SOR
P.58/13.6
Supplying of Casing pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 10% of Pipes at factory upto 25 kg/cm2 for leakage of 1500 mm dia, 20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR P.26/8.7 (A)
Coal Tar Epoxy High Build Epoxy coating of 1500 mm dia pipe,260 micron thick,internal and external as per technical specifications.
As per Quotation
Erection, laying and jointing by boring and pushing method as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick) including Feild weld testing 100% by U.T.
As per Quotation
Erection, laying and jointing of casing pipe 1500mm dia, 20mm thick as directed by engineer in-charge in open area.
As per Quotation
Supplying of Carrier pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 20% of Pipes at factory tested upto 25 kg/cm2 for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR P.26/8.7 (A)
Coal Tar Epoxy High Build coating of 1200 mm, dia pipe 260 micron thick internal and external as per technical specifications.
As per Quotation
Erection, laying and jointing of carrier pipe including providing spacers, end seals as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)
As per Quotation
ESTIMATE
Division : Kutch Branch Canal Dn. No. 1/1, Radhanpur.
Unit / Group : 4701-Capital Outlay on Major & Medium Irrigation (Plan)
Major Head : Narmada Project
Minor Head : 04 Branch canal and distributaries
Detail Head :
Estimated Cost= Rs. 1,27,78,628=00
Estimate prepared by: Assistant Engineer, KBC Sub Div. No. 1/1 C
Estimate checked by : Deputy Executive Engineer
K.B.C. Sub Dn. No. 1/1 C
Radhanpur
Estimate is framed in the office of the Executive Engineer, Kutch Branch Canal Dn. No. 1/1, Radhanpur for the probable expenses that will be incurred for the work of RCC Chamber and MS Pipe laying by Pushing Method for crossing GAIL Pipe Line by Manpura Sub-Branch canal @ Ch. 8.730 KM.
Consulting Engineers Group Ltd, Deesa.
DETAILS OF QUANTITIES & ABSTRACT
Description Unit Rate Amount
1 256.36 Cum 71.00 18,202
In all types of Soil
Man hole U/S side
Man hole D/S side
2 18.22 Cum 1,609.20 29,313
Man hole
3 9.11 Cum 5,190.20 47,272
Man hole (PCC)
4 86.74 Cum 6,666.20 578,204
RCC M 30 Grade U/S SIDE
Box section
i)Man hole bottam raft
ii) wall
long wall
Short Wall
iii) Slab
Deduction of Canal Opening
Deduction for carring pipe
RCC M 30 Grade D/S SIDEBox section
i)Man hole bottam raft
ii) wall long wallShort Wall
Name of Work :- Quatation of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Sidhada Minor (iii) on NH-15
Item No.
Total Qty.
Rate as per SOR 2012-13
Excavation for Structures (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 and backfilling with approved material.)
As per Sor P.42/12.1
Providing and laying Filter material complete as per drawing and Technical specification. As per SOR
P.68/15.5
Providing and laying in position Plain Cement Concrete of Grade M 15 in levelling course below foundations complete as per drawings and Technical Specifications
As per SOR P.43/12.8 (A)
Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications
As per SOR P.44/12.11 (vii)
(i)
Consulting Engineers Group Ltd, Deesa.
Description Unit Rate AmountItem No.
Total Qty.
Rate as per SOR 2012-13
4
iii) Slab
86.74 Cum 6,666.20 578,204
Deduction of Canal Opening
Deduction for carring pipe
Total Qty. of RCC M-30
5 8.67 MT 71,828.00 622,749
For Man hole raft and wall @ 100kg / cum
(I) Total Amount of Main hole chamber 1295739.94
Supply and laying MS Pipe including epoxy coating (by pushing method)for Sidhada
1 37287.50 Kg. 76.16 2,839,816
2 50.00 Mtr. 7,000.00 350,000
3 40.00 Mtr. 30,337.20 1,213,488
4 10.00 Mtr. 25,881.00 258,810
5 29594.50 Kg. 76.16 2,253,917
6 62.00 Mtr. 6,500.00 403,000
7 62.00 Mtr. 9,750.00 604,500
(II) Total Cost for Supplying and laying 7923531
Total Cost including pipe pushing and main hole Chamber (I+II) 9219271
As per SOR P.44/12.11 (vii)
(i)
Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications As per SOR
P.58/13.6
Supplying of Casing pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 10% of Pipes at factory upto 25 kg/cm2 for leakage of 1500 mm dia, 20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR P.26/8.7 (A)
Coal Tar Epoxy High Build Epoxy coating of 1500 mm dia pipe,260 micron thick,internal and external as per technical specifications.
As per Quotation
Erection, laying and jointing by boring and pushing method as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick) including Feild weld testing 100% by U.T.
As per Quotation
Erection, laying and jointing of casing pipe 1500mm dia, 20mm thick as directed by engineer in-charge in open area.
As per Quotation
Supplying of Carrier pipe manufacured from M.S. Plates confirming to IS: 2062, Fe410 tested 20% of Pipes at factory tested upto 25 kg/cm2 for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR P.26/8.7 (A)
Coal Tar Epoxy High Build coating of 1200 mm, dia pipe 260 micron thick internal and external as per technical specifications.
As per Quotation
Erection, laying and jointing of carrier pipe including providing spacers, end seals as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)
As per Quotation
Consulting Engineers Group Ltd, Deesa.
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Manpura Sub- Branch on NH-15
DETAILS OF QUANTITIES & ABSTRACT
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount Remarks
1 445.61 Cum 66 29,410
In all types of SoilMan hole U/S side 1 5.100 10.100 3.018 155.457
Man hole D/S side 1 5.100 10.100 5.633 290.156445.613
2 30.91 Cum 553 17,091
Man hole 2 5.100 10.100 0.300 30.906
3 15.45 Cum 3,711 57,346
Man hole (PCC) 2 5.100 10.100 0.150 15.45315.453
Excavation for Structures (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 and backfilling with approved material.)
As per Sor P.44/12.1
Providing and laying Filter material complete as per drawing and Technical specification.
As per SOR 2011.12
P.70/15.5
Providing and laying in position Plain Cement Concrete of Grade M 15 in levelling course below foundations complete as per drawings and Technical Specifications
As per SOR 2011.12
P.45/12.8 (A)
Consulting Engineers Group Ltd, Deesa.
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount Remarks
4 134.84 Cum 5,089 686,219
RCC M 30 Grade U/S SIDEBox section
i)Man hole bottam raft 1 4.800 9.800 0.400 18.816
ii) wall long wall 2 4.800 0.400 3.225 12.384Short Wall 2 9.000 0.400 3.225 23.220iii) Slab 1 4.8 9.8 0.15 7.056
Deduction of Canal Opening (6.350+0.35)/2X2.0X0.4 (-) 2.680
Deduction for carring pipe (3.14X1.232X1.232X0.4)/4X4 (-) 1.906
56.890
RCC M 30 Grade D/S SIDEBox section
i)Man hole bottam raft 1 4.800 9.800 0.400 18.816
ii) wall long wall 2 4.800 0.400 5.133 19.711Short Wall 2 9.000 0.400 5.133 36.958iii) Slab 1 4.8 9.8 0.15 7.056
Deduction of Canal Opening (6.350+0.35)/2X2.0X0.4 (-) 2.680
Deduction for carring pipe (3.14X1.232X1.232X0.4)/4X4 (-) 1.906
77.954
Total Qty. of RCC M-30 134.844
5 13.48 MT 60,679 818,217
134.844
134.844
(I) Total Amount of Main hole chamber 1608283.52
Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications
As per SOR 2011.12
P.46/12.11 (vii) (i)
Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications
As per SOR P.60/13.6
For Man hole raft and wall @ 100kg / cum
Consulting Engineers Group Ltd, Deesa.
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount Remarks
Supply and laying MS Pipe including epoxy coating (by pushing method)
1 4 50 4.75 0.02 19 149150.00 Kg. 68.77 10,257,046
2 4 50 0 0 200 200.00 Mtr. 7,000.00 1,400,000 For in casing
3 4 40 0 0 160 160.00 Mtr. 24,157.40 3,865,184
4 4 10 0 0 40 40.00 Mtr. 23,034.00 921,360
5 4 62 3.796 0.016 15.06 29594.50 Kg. 68.77 2,035,214
6 4 62 0 0 248 248.00 Mtr. 6,000.00 1,488,000
Supplying of Casing pipe API 5L tested upto25 kg/cm2
for leakage of 1500 mm dia ,20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR 2011.12
P.28/8.7 (A)
Epoxy coating of 1500 mm dia pipe,1000 micron thick,internal and external as per technical specifications.
Erection, laying and jointing by boring and pushing method or by micro tunneling including providing spacers, end seals as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick)
As Per Quotation
Erection, laying and jointing of casing pipe 1500mm dia, 20mm thick as directed by engineer in-charge in open area.
As Per Quotation
Supplying of Carrier pipe API 5L tested upto 25 kg/cm2
for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR 2011.12
P.28/8.7 (A)
Epoxy coating of 1200 mm, dia pipe 1000 micron thick internal and external as per technical specifications.
for caring pipe
Consulting Engineers Group Ltd, Deesa.
Item No. Description Nos L B D Qty Total Qty. Unit Rate Amount Remarks
7 4 62 0 0 248 248.00 Mtr. 9,551.00 2,368,648
(II) Total Cost for Supplying and laying 22335451
Total Cost including pipe pushing and main hole Chamber (I+II) 23943735
Erection, laying and jointing of carrier pipe including providing spacers, as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)
As Per Quotation
Consulting Engineers Group Ltd, Deesa.
Name of Work :- Estimate of RCC Chamber and M.S. Pipe laying by Pushing Method for crossing of Khirai Minor (D-28) on NH-8A
DETAILS OF QUANTITIES & ABSTRACT
Item No. Description Nos L B D Qty. Total Qty. Unit Rate Amount Remarks
1 250.56 Cum 66 16,537
In all types of SoilMan hole U/S side 1 4.600 6.600 3.290 99.884
Man hole D/S side 1 4.600 6.600 4.963 150.677250.561
2 18.22 Cum 553 10,073
Man hole 2 4.600 6.600 0.300 18.216
3 9.11 Cum 3,711 33,800
Man hole (PCC) 2 4.600 6.600 0.150 9.1089.108
Excavation for Structures (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 and backfilling with approved material.)
As per Sor P.44/12.1
Providing and laying Filter material complete as per drawing and Technical specification.
As per SOR 2011.12
P.70/15.5
Providing and laying in position Plain Cement Concrete of Grade M 15 in levelling course below foundations complete as per drawings and Technical Specifications
As per SOR 2011.12
P.45/12.8 (A)
Consulting Engineers Group Ltd, Deesa.
Item No. Description Nos L B D Qty. Total Qty. Unit Rate Amount Remarks
4 82.42 Cum 5,089 419,459
RCC M 30 Grade U/S SIDEBox section
i) Man hole bottam raft 1 4.300 6.300 0.400 10.836
ii) walllong wall 2 4.300 0.400 3.447 11.858Short Wall 2 5.500 0.400 3.447 15.167iii) Slab 1 4.3 6.3 0.15 4.063
Deduction of Canal Opening (1.910+0.35)/2X0.520X0.4 (-) 0.235
Deduction for carring pipe (3.14X1.232X1.232X0.4)/4 (-) 0.477
41.212
RCC M 30 Grade D/S SIDEBox section
i)Man hole bottam raft 1 4.300 6.300 0.400 10.836
ii) wall long wall 2 4.300 0.400 3.447 11.858Short Wall 2 5.500 0.400 3.447 15.167iii) Slab 1 4.3 6.3 0.15 4.063
Deduction of Canal Opening (1.910+0.35)/2X0.520X0.4 (-) 0.235
Deduction for carring pipe (3.14X1.232X1.232X0.4)/4 (-) 0.477
41.212
Total Qty. of RCC M-30 82.425
5 8.24 MT 60,679 500,145
82.425
82.425
(I) Total Amount of Main hole chamber 980014.25
Providing and laying in position Reinforced Cement Concrete in box cell structures and slab culverts, Wing walls, Retaining walls for culverts complete as per drawings and Technical Specifications
As per SOR 2011.12
P.46/12.11 (vii) (i)
Supplying, Fitting and Placing un-coated Fe 500 TMT -HYSD bar Reinforcement in Box cells, Retaining walls, Wing walls complete as per Drawing and Technical Specifications
As per SOR P.60/13.6
For Man hole raft and wall @ 100kg / cum
Consulting Engineers Group Ltd, Deesa.
Item No. Description Nos L B D Qty. Total Qty. Unit Rate Amount Remarks
Supply and laying MS Pipe including epoxy coating (by pushing method)
1 1 50 4.75 0.02 4.75 37287.50 Kg. 68.77 2,564,261
2 1 50 0 0 50 50.00 Mtr. 7,000.00 350,000 For in casing
3 1 40 0 0 40 40.00 Mtr. 24,157.40 966,296
4 1 10 0 0 10 10.00 Mtr. 23,034.00 230,340
5 1 62 3.796 0.016 3.77 29594.50 Kg. 68.77 2,035,214
6 1 62 0 0 62 62.00 Mtr. 6,000.00 372,000
Supplying of Casing pipe API 5L tested upto25 kg/cm2
for leakage of 1500 mm dia ,20 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) including. 1000 micron thick (including & external) epoxy coating.
As per SOR 2011.12
P.28/8.7 (A)
Epoxy coating of 1500 mm dia pipe,1000 micron thick,internal and external as per technical specifications.
Erection, laying and jointing by boring and pushing method or by micro tunneling including providing spacers, end seals as per technical specifications and directions of engineer in-charge at designed angle. (1500 mm dia, 20mm thick)
As per Quotation
Erection, laying and jointing of casing pipe 1500mm dia, 20mm thick as directed by engineer in-charge in open area.
As per Quotation
Supplying of Carrier pipe API 5L tested upto 25 kg/cm2
for leakage of 1200 mm dia 16 mm thick at site between Radhanpur & Piparala on NH-15 (Now NH-27) excluding coating.
As per SOR 2011.12
P.28/8.7 (A)
Epoxy coating of 1200 mm, dia pipe 1000 micron thick internal and external as per technical specifications.
for caring pipe
Consulting Engineers Group Ltd, Deesa.
Item No. Description Nos L B D Qty. Total Qty. Unit Rate Amount Remarks
7 1 62 0 0 62 62.00 Mtr. 9,551.00 592,162
(II) Total Amount 7110273.14
Total Amount I+II 8090287.39
Erection, laying and jointing of carrier pipe including providing spacers, as per technical specifications and directions of engineer incharge at designed angle. (1200 mm dia, 16 mm thick)
As per Quotation