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Tender Value
₹19.9 L
EMD Value
₹49,700
Closing Date
12 Jun 2026, 10:00 pm7d left
Public Works Department
Constrcution of Box culvert at Ch. 42.84 km at NH4A Desur to Sh-44 up to Gokaka Taluka Border via. Rajhans gad, Nandihalli-Nagerhal-KK Koppa-Bagewadi-Sampgaon-Kardiguddi-Marihal-Tumbarguddi in Belagavi Taluka for Year 2025-26 under 3054
301489
PWD/2025-26/BR/WORK_INDENT32029/CALL-3
Open
Bridges/Culverts
PWD Division Office Belagavi
9 documents required · 9 mandatory
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e.,2021-22, 2022-23 ,2023-24 ,2024-25 & 2025-26 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 19.87Lakhs
To qualify for award of this contract, each Tenderer in his name should have in the last five years 2021-22, 2022-23 ,2023-24 ,2024-25 & 2025-26 Satisfactorily completed, as prime contractor, at least one similar work such as Construction of CD/Culvert/Bridge work of value not less than Rs. 9.93Lakhs
The tenderer should be a KPWD registered Class IV and Above Contractor
Tenderers who meet the above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity equal to (AxNx2.5 - B) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. 0.5 Year where B equal to Value at 2026-27price level, of existing commitments and on-going works to be completed during the next 0.5 Year form the probable date of Award of this contract.
Assessed Tender Capacity shall be more than the Tendered Amount
The EMD of Rs. 49,700.00 shall be paid in full through e payment
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers
The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
Information of the works for which Tender acceptance letters are received.
Information on litigation in which the Tenderer is involved:
₹500
₹49,700
27 May 2026
27 May 2026
15 Jun 2026
11 Jun 2026
PARAGRAPH 130(A) OF THE KARNATAKA PUBLIC WORKS
DEPARTMENTAL CODE.
E S T I M A T E.
Division. : Executive Engineer, P.W. Dept. Belgaum Division, Belgaum.
Sub-Division . : Assistant Executive Engineer,PW Dept.,Sub Division, Belagavi.
Service Head. :
Departmental Head. :
Estimate framed in the office of the Executive Engineer, PWD, Division, Belagavi probable expences that will be incurred for the work of "Name of Work: Constrcution of Box culvert at Ch.: 42.84 km at NH4A (Desur to Sh-44 up to Gokaka Taluka Border via. Rajhans gad, Nandihalli-Nagerhal-KK Koppa-Bagewadi-Sampgaon-Kardiguddi-Marihal-Tumbarguddi in Belagavi Taluka) for Year 25-26 under 50-54 "
Estimated Cost. : Rs. 25.00 lakhs.
Administratively sanctioned under : No.____________Date ___________
Technically sanctioned under : No.____________Date ___________
Estimate Prepared by : Er. Maruti Adapur, Assistant Eng.
Estimate Checked by : Er. Shashikant Kolekar, Assistant Executive Eng.
(Call or Authority) :
Assistant Executive Engineer,
PWD, Sub Division, Belagavi
P.W.D.CODE PARA - 133
Name of Work: Constrcution of Box culvert at Ch.: 42.84 km at NH4A (Desur to Sh-44 up to Gokaka Taluka Border via. Rajhans gad, Nandihalli-Nagerhal-KK Koppa-Bagewadi-Sampgaon-Kardiguddi-Marihal-Tumbarguddi in Belagavi Taluka) for Year 25-26 under 50-54
This is to certify that Shri.Shashikant Kolkar, Assistant Executive Engineer, have personally visited spot and prepared the estimate using sanctioned scheduled of rates provided for the most economical and safe way of executing work.
Assistant Executive Engineer, PWDept.Sub-Dn.,Belagavi
C E R T I F I C A T E.
(As required vide G.O.No.PWD SL.CMS.96 Dtd:27/6/1991)
Certified that, sufficient case has been taken while preparaing the estimate in respect of the above mentioned work to see that all necessary items which are technically required for the work in sufficient quantity are included while preparing the estimate,and specification of items included are completed and correct.
Assistant Executive Engineer, PWDept.Sub-Dn.,Belagavi Executive Engineer, PWDept.Belagavi Dn.Belagavi
C E R T I F I C A T E.
Certified that, the work proposed in this estimate has not been taken up under any other head/programme by any agency. The said work has not been included / proposed / over lapped in any other proposed or approved programme.
Assistant Executive Engineer, PW Dept.Sub-Dn.,Belagavi Executive Engineer, PWDept.Belagavi Dn.Belagavi
Name of Work: Constrcution of Box culvert at Ch.: 42.84 km at NH4A (Desur to Sh-44 up to Gokaka Taluka Border via. Rajhans gad, Nandihalli-Nagerhal-KK Koppa-Bagewadi-Sampgaon-Kardiguddi-Marihal-Tumbarguddi in Belagavi Taluka) for Year 25-26 under 50-54
TECHNICAL REPORT
The Box Culvert is proposed across local nala of Belagavi Taluka Belgaum District
2) CONNECTIVITY
Karadiguddi-Sampgaon village
Since existing bridge is Pipe culvert 1.20m dia 2numbers damaged during heavy rainfall, it is proposed to construct box culvert across nala.
4) DESIGN ASPECT
A New Box Culvert bridge is designed with a span of 2.0m x 2.0m -1 vents considering the Highest Discharge of Cathment area Method and area velocity Method as per Indian Standard Codes & Approach improvments is proposed for achiving Ruling Gradient. It is proposed to improve the curve as per IRC
6) PROVISION FOR IMPROVEMENTS
Deck Slab bridge of 2.0 x 2.00m-1 vents as per catchment area.
The rates adopted are as per provided SR for the year 2023-24 KPWD SR Rates.
8) CONSTRUCION MATERIALS
Locally available materials such as Gravel, Trap stone,Jelly of good quality are consiidered
9) COST OF PROJECT
The cost of the improvement of said work is 25.00 lakhs
10) MODE OF EXECUTION
AS per the norms and procedure of PWD division by calling the Tender and entrusting the work of eligible contractor will be followed.
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Belagavi PWD Division, Belagavi
Name of Work: Constrcution of Box culvert at Ch.: 42.84 km at NH4A (Desur to Sh-44 up to Gokaka Taluka Border via. Rajhans gad, Nandihalli-Nagerhal-KK Koppa-Bagewadi-Sampgaon-Kardiguddi-Marihal-Tumbarguddi in Belagavi Taluka) for Year 25-26 under 50-54
As per SP -20 for small cathment area The below given formula is suitable
Catchment area as per Topo Sheet Q = 15.50 Hectares 78493.1 7.84931
A= Q/10.90 [ref. IRC:SP:20-2002, clause no.7.6.1 pg.129] where, Q= Cathcment area in Hectares A= waterway in sq.m. 158493.1 15.84931
water way area required is A= 15.5/10.9
Nos of Vents provided N= 1 Nos
Area of water way per vent A= 1.422 Sq. m.
Width of vent B= 1.50 mtr
Required depth of waterway d= 0.95 mtr
Provided depth of vent D= 2.50 mtr
Area Provided A= 3.75 Sq.m.
Providing 1.5 m x 2.5m - 1Vent
Name of Work: Constrcution of Box culvert at Ch.: 42.84 km at NH4A (Desur to Sh-44 up to Gokaka Taluka Border via. Rajhans gad, Nandihalli-Nagerhal-KK Koppa-Bagewadi-Sampgaon-Kardiguddi-Marihal-Tumbarguddi in Belagavi Taluka) for Year 25-26 under 50-54
ABSTRACT OF ESTIMATES
Sl No Name of Estimate Amount
1 Proposed Construction of Box Culvert 2.0m x 2.0m-1 Vents 1413776.37
2 Approach road 573077.51
Sub Total 1986853.88
3 Add GST 18% on Sl NO1 & 2 357633.70
5 Surveying Charges, Soil Testing, etc. 1.5% 0.00
4 Tender premium 5% 117224.38
5 Consultancy Fee's, 1.0% of SL. 1 including 18% GST 16682.56
6 QC Charges , Misc & Rounding Off 21605.49 125000.00 0.2160548568
Grand Total 2,500,000.00
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Khanapur PWD Division, Belagavi
RATE ANALYSIS 2023-24 UNI SR FOR BOX CULVERT
Sl. No. Description of Items Unit Page No. Schedule Rates Total Formwork in % Area Weight GST 18% Gr Total
Item No. Basic Rate Volume 0%
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a) 100 m2 9 2.5 (ii) a 393.00 3 393.00 0.00 0.00 393.00 1
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) m3 8 1.14.1 102.00 1 102.00 0.00 0.00 102.00 1
3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) m3 15 2.1.3 5918.00 1 5918.00 0.00 0.00 5918.00 1
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of allmaterials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.1) m3 15 2.2.1 6184.00 1 6184.00 0.00 0.00 6184.00 1 6493.20
4A Form work for Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of allmaterials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.1. m3 15 2.2.1 5% 0.00 309.20 1
5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) m3 16 2.4.3 6227.00 1 6227.00 0.00 0.00 6227.00 1
5A Form work for Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) m3 17 2.4.3 20% 0.00 1245.00 1
6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) m3 16 2.5.2 6734.00 1 6734.00 0.00 0.00 6734.00 1
6A Form work for Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2021-22 Vol-I Pg.No.16 It.No.2.5.2) m3 16 2.5.2 20% 0.00 1347.00 1
7 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) Ton 18 2.11 c 76329.00 1 76329.00 0.00 0.00 76329.00 1
8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) Ton 18 2.11 d 76554.00 1 76554.00 0.00 0.00 76554.00 1
9 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) m3 99 12.3-A 1168.00 3 1168.00 0.00 0.00 1168.00 1
10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) m3 121 13.8 6727.00 3 6727.00 0.00 0.00 6727.00 1
11 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) m3 122 13.90 11201.00 3 11201.00 0.00 0.00 11201.00 1
12 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. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) m3 117 12.4 2677.00 3 2677.00 0.00 0.00 2677.00 1
13 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.15 (ii)) m 123 13.15 (ii) 137.00 3 137.00 0.00 0.00 137.00 1
14 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) m 121 13.4 2126.00 3 2126.00 0.00 0.00 2126.00 1
15 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) Nos 121 13.7 3271.00 3 3271.00 0.00 0.00 3271.00 1
16 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) Mtr 117 12.1 138.00 3 138.00 0.00 0.00 138.00 1
17 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) m2 123 13.14 84.00 3 84.00 0.00 0.00 84.00 1
18 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 and stacking the serviceable material with all lifts and lead By Mechanical Means MORTH Speification No 202 (P No 8 It.No.2.8-(ii)-A) m3 8 2.8-(ii)-A 719.00 3 719.00 0.00 0.00 719.00 1
MESUREMENT SHEET FOR RCC BOX TYPE CULVERT OF 1 VENTS [2.00M x 2.00M]
Sl no Description of Work Unit NO L B D Quantity
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a)
Ha Total 6.00 2.00
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) Avg Bed Lvl
Confinement wall
U/S & D/S side of Box culvert Cum 2 3.70 1.00 1.00 7.40
U/S Avg. Width Cum 1 2.70 2.00 0.60 3.24 9.00 #REF!
D/S Avg. Width Cum 1 2.70 2.00 0.60 3.24
Toe Wall beside apron (=2.7*2+2*4=13.4m) Cum 1 13.40 0.65 0.90 7.84
3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) 4230
Box Culvert Cum 1 9.00 4.00 0.15 5.40
U/S Avg. Width Cum 1 2.70 2.00 0.10 0.54
D/S Avg. Width Cum 1 2.70 2.00 0.10 0.54
Returns Cum 4 2.00 3.20 0.10 2.56
Toe Wall beside aprons Cum 1 13.40 0.65 0.10 0.87
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of allmaterials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.1) put M-25 rate and specification
Confinement wall
U/S & D/S side of Box culvert Cum 2 3.70 0.40 1.00 2.96
Toe Wall beside aprons Avg. Width = (0.3+0.45)/2=0.375m Cum 1 13.40 0.375 0.75 3.77
U/S Avg. Width Cum 1 2.70 2.00 0.30 1.62
D/S Avg. Width Cum 1 2.70 2.00 0.30 1.62
4A Form work for Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of allmaterials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.1. put M-25 rate and specification
same as item no. 5 (Formwork 5%) Cum 9.97
5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) 94.09455607
Base Slab Cum 1 9.00 3.70 0.35 11.66
End Vertical Wall Cum 2 9.00 0.35 2.00 12.60
Bracket (Area = 0.3*0.45 = 0.14) Cum 2 9.00 0.14 (area) 2.43
5A Form work for Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) #REF!
same as item no. 5 (Form work 20%) Cum 43.80
6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) 1302.243204
6A Form work for Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2021-22 Vol-I Pg.No.16 It.No.2.5.2) 0
same as item no. 5 ( Form work 20%) Cum 17.63
7 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) 61174
8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) 61174
9 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) 357
Behind Box culvert Cum 2 8.60 1.50 2.36 60.89
Behind Returns Cum 4 2.00 1.50 3.48 41.76
Dection fiter media Cum -22.65
10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) 4076 7
below Approch Slab Cum 2 8.60 1.50 0.15 3.87
11 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) 9198
Approch Slab Cum 2 8.60 1.50 0.30 7.74
12 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. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) 966
Behind box Cum 2 2.10 0.60 2.36 5.95
13 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.15 (ii)) 159 13.15ii)
Inbetween box and approach Rmt 2 4.00 8.00
Inbetween box and returns Rmt 4 2.36 9.44
14 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) 1369
Qty As per Standard Dwg No SD / 113 m 2 7.70 15.40
15 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) 1369
Qty As per Standard Dwg No SD / 113 Nos 2 2.00 4.00
16 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) 200
Behind Box culver end wall Rmtr 2 0.30 8.00 Nos 4.80
Behind Returns Rmtr 4 0.30 4.00 Nos 4.80
17 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) 159
Railings Sqm 2 7.70 0.90 13.86
18 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 and stacking the serviceable material with all lifts and lead complete as per specifications. MORTH specification 202 (II) By Mechanical Means. A. Cement Concrete Grade M-15 & M-20. (PWD Roads and Bridges SR 2023-24 vol-III Pg.No.10, It.No. 2.8-(ii) a) 159
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Khanapur PWD Division, Belagavi
ABSTRACT FOR RCC BOX TYPE CULVERT OF 1 VENTS [2.00M x 2.00M]
Sl no Description of Work Unit Qty Rate Amount
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Motor Grader In area of light jungle MORTH Specification No. 201 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5 (ii) a) 100 m2 6.00 393.00 2358.00 FINISHING WIDTH 3.75 M
2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the works In all kinds of soils Depth upto 3 m (PWD Common SR Vol-I 2023-24 Pg.No.8 It.No.1.14.1) m3 159.12 102.00 16230.14 FINISHING WIDTH 3.75 M
3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of achineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.1.3) m3 9.91 5918.00 58647.38
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of allmaterials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.1) m3 9.97 6184.00 61646.75
4A Form work for Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers,well compacted using needle vibrators, including alllead & lifts, cost of allmaterials, quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.15 It.No.2.2.1. m3 9.97 309.20 3082.34 6227
5 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) m3 43.80 6227.00 272742.60
5A Form work for Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.4.3) m3 43.80 1245.00 54531.00 6734
6 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2023-24 Vol-I Pg.No.16 It.No.2.5.2) m3 17.63 6734.00 118720.42
6A Form work for Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD Common SR 2021-22 Vol-I Pg.No.16 It.No.2.5.2) m3 17.63 1347.00 23747.61 17.10625
7 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sub structure of Bridges (Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 c) Ton 5.06 76329.00 386174.87 17.10625
8 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Super structure of Bridges(Common SR Vol-I 2023-24 Pg.No.18 It.No.2.11 d) Ton 0.95 76554.00 73023.47
9 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material MORTH Specification 710.1.4.of IRC:78 & 2200 (PWD Bridge & Roads SR 2023-24 Pg.No.117 It.No.12.3 A) m3 80.00 1168.00 93436.26
10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700 (PWD Roads & Bridges SR 2023-24 Pg.No.121 It.No.13.8) m3 3.87 6727.00 26033.49
11 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) , HOM complete as per specifications. MORTH Specification No.1500, 1600, 1700 & 2704 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.122 It.No.13.9) m3 7.74 11201.00 86695.74
12 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. complete as per specifications. MORTH Specification No.710.1.4 of IRC:78 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.4) m3 22.65 2677.00 60637.26
13 Filler Joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical MORTH Specification No. 2605 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.15 (ii)) m3 17.44 137.00 2389.28
14 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No. 2703,1500,1600 & 1700 (PWD Roads & Bridges SR 2023-24 Vol-III It.No. 13.4 Pg.No.121) m 15.40 2126.00 32740.40
15 Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete as per specifications MORTH Specification No. 2705 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.121 It.No.13.7) m 4.000 3271.00 13084.00
16 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 including cost of materials, labour, HOM complete as per specifications. MORTH Specification No.2706 & 2200 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.117 It.No.12.1) Nos 9.600 138.00 1324.80
17 Painting on New Concrete Surfaces Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2 MORTH Speification No 80 (PWD Roads & Bridges SR 2023-24 Vol-III Pg.No.123 It.No.13.14) Mtr 13.86 84.00 1164.24
18 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 and stacking the serviceable material with all lifts and lead By Mechanical Means MORTH Speification No 202 (P No 8 It.No.2.8-(ii)-A) m3 35.28 719.00 25366.32
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Khanapur PWD Division, Belagavi
BAR BENDING SCHEDULE OF 2.0 X 2.0 - 1 VENTS BOX CULVERT
Sl No. Description Bar Dia DIST ALONG Y SPACING NO OF BAR REQUIERED NO OF BARS SAY LENGTH OF EACH BAR Nos. 8 mm 10 mm 12 mm 16 mm 20 mm
Box Culvert 2 x 2
Toe wall Besides apron
TOTAL LENGTHS 0 2374.8 220.8 1295 0
TOTAL WEIGHT OF PART BOX CULVERT BELOW SOFFIT 3704.128056 kg 13.35 kg/cum
Vertical Wall (Stem)
TOTAL LENGTHS 0 852 797.2 77.4 0
TOTAL WEIGHT OF RETANING WALL 1355.218605 kg 4.74 kg/cum
TOTAL WEIGHT OF SUB STRUCTURE 5059.346662 kg 18.23 kg/cum
TOTAL WEIGHT OF SUPERSTRUCTURE 933.8817703 kg 3.37 kg/cum
RATE ANALYSIS 2023-24 FOR ROAD WORK
Sl. No. Description of Items. Unit S.R.Rate Basic Rate Area wtg.0% Total Net Rate
Page No. It. No. Volume GST 18%
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a) 100 m2 9 2.5(II)a III 393.00 0.00 0.00 393.00
2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.5) m2 17 3.5 III 6.00 0.00 0.00 6.00
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8) m3 7 1.80 I 474.00 0.00 0.00 474.00
4 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6) m3 17 3.60 III 493.00 0.00 0.00 493.00
5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v)) m3 23 4.2 B (v) III 2359.00 0.00 0.00 2359.00
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17) m3 26 4.17 III 2559.00 0.00 0.00 2559.00
7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A i) m2 31 5.1 A i III 41.00 0.00 0.00 41.00
8 KSR RB M500-10. Providing and applying tack coat using 801100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.3 (i)) m2 31 5.3 (i) III 12.00 0.00 0.00 12.00
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 ii c) m3 33 5.9 ii C III 7890.00 0.00 0.00 7890.00
10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31) m3 43 5.31 III 10152.00 0.00 0.00 10152.00
11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15) m2 67 8.15 III 530.00 0.00 0.00 530.00
12 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7) m2 65 8.7 III 8995.00 0.00 0.00 8995.00
13 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.ii) Each 63 8.5 (ii) III 4671.00 0.00 0.00 4671.00
14 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.iv) Each 63 8.5 (iv) III 3562.00 0.00 0.00 3562.00
15 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.xv) Each 63 8.5 (xv) III 6489.00 0.00 0.00 6489.00
25 Manufacturing,Supply and installation of Retro- reflective Hazard Marker signbaords made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC672012 & ASTM D 4956-09 specification & fixed over 4 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on round pipe post of 1.5 Meters height and gouted 60 em below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 em x 45 em x 60 em including cost & conveyance of all materials, equipment, machinery & Labour with all leads and lifts, Loading charges necessary for satisfactory completion of the work as directed by engineer incharge.(PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.189 It.No.24.58) Sqm 189 24.58 4668.00 0.00 0.00 4668.00
26 KSRRB MS00-6. Painting two coats on New Concrete Surface : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete as per specifications. MORTH Specification No. 803.(PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.181 It.No.24.7) Sqm 181 24.7 82.00 0.00 0.00 82.00
28 KSRRB M2100-15.2. Providing and laying Plain /Reinforcement Cement Concrete M20 with OPC@ 320 kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplasticizer @31ts confirming to IS9103-1999 Reaffirmed-2008 in Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete as per specifications.MORTH Specification No. 1500,1700 & 2100 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.222 It.No.27.27) Cum 222 27.27 4913.00 0.00 0.00 4913.00
29 KSRRB M2200-6. Providing TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position, lapping and/ or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HO< complete as per specifications.- TMT Bars Fe 500 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.229 It.No.28.8.2) Tonne 229 28.8.2 67543.00 0.00 0.00 67543.00
30 Supply & Installation of Rigid Median Marker made of tough, high impact resistant, inJection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded suitably. The plastic used for molding the Median Marker shall conform to ASTM D256. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012. The retro-reflective sheeting shall be a one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. ( (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.189 It.No.24.56 nos 189 24.56 445.00 0.00 0.00 445.00
31 polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens in passive mode. The marker shall support a load of20000 kg tested in accordance to IRC 37 and shall be resistantto dust and water ingress according to IP 65 (Ingress Protection 65 is a test which is conducted to check if solar road stud is protected from total dust Ingress and low pressure water jets from any direction) standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. nos 189 24.55 2961.00 0.00 0.00 2961.00
32 KSRRB M200-6.1 Cutting of trees girth from 900mm to 1800mm including cutting of trunks, branches and removal of stumps, roots stacking of serviceable materials with all lifts and up to a lead of 1DOOm and earth filling in the depressions I pit, complete as per specifications. MORTH Specification No. 201 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.138 It.No.18.8) Each 138 18.8 2360.00 0.00 0.00 2360.00
33 KSRRB 300-2.1 Earthwork excavation by mechanical means in all types soils involving an average horizontal throw upto 2 meters and an average lift upto 1.5 meters to 2 meters excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete as per specifications. (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.143 It.No.19.2.1) Cum 143 19.2.1 30.00 0.00 0.00 30.00 14.5
34 KSRRB 500-2. Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and I or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete as per specifications. Clause 501 of MORTH V revision (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.158 It.No.21.2) Sqm 158 21.2 5.00 0.00 0.00 5.00
35 KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 505 of MORTH V revision - do - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-1 (80 mm to 100 mm) with 4 % VG-30 Bitumen (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.160 It.No.21.17.5) Cum 160 21.17.5 6766.00 0.00 0.00 6766.00
36 KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying w ith a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision -do- using 40-60 TPH capacity H. M.P with mechanical paver grading I (50-65mm) with 5.2% VG-30 Bitumen (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.162 It.No.21.22.5) Cum 162 21.22.5 8181.00 0.00 0.00 8181.00
37 KSRB 4-1.7 : Providing and laying in position plain cement concrete of Mix 1:3:6 with OPC @ 220kgs, with 20mm and down size graded granite metal coarse aggregates @0.69 cum and fine aggregtes @ 0.56cum, machine mixed, concrete laid in layers not exceeding 15 ems. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM curing complete as per specifications. Specification No. KBS 4.1, 4.2 (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.13 It.No.4.7) Cum 13 4.7 5413.00 0.00 0.00 5413.00
38 Providing and fixing Pre cast solid concrete kerb stones made out of CC 1:2:4 and finished with CM 1:3 plastering and finishing cutting etc., complete. - do - of size 450 x 200 x 400 mm (PWP&IWTD BGM CIRCLE SR 2018-19 Pg.No.27 It.No.5.29.1) Sqm 27 5.29.1 453.00 0.00 0.00 453.00
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Khanapur PWD Division, Belagavi
MEASUREMENT FOR CONSTRUCTION OF ROAD
Sl. No. Description Unit No. L B D Qty
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a)
Towards Karadiguddi sqm 1 20.00 3.75 75.00
Towards Sampagavi sqm 1 20.00 3.75 75.00
Net Qnty 150.00
Deduct Voids 30% 45.00
2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.3)
Towards Karadiguddi Sqm 1 20.00 3.75 75.00
Towards Sampagavi Sqm 1 20.00 3.75 75.00
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8)
Embankment atty Separate Sheet Enclosed Cum 150.00
Cum Total 150.00
4 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6)
In Transition portion
Towards Karadiguddi Cum 1 18.00 7.500 0.300 40.50
Towards Sampagavi Cum 1 18.00 7.500 0.300 40.50
Towards Karadiguddi
Towards Sampagavi
Cum Total 124.20
5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v))
In Transition portion
Towards Karadiguddi Avg=(10+5)/2=7.50m Cum 1 18.00 7.500 0.15 20.25
Towards Sampagavi Avg=(10+5)/2=7.50m Cum 1 18.00 7.500 0.15 20.25
Cum Total 40.50
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17)
In Transition portion
Towards Karadiguddi Cum 1 18.00 7.500 0.225 30.38
Towards Sampagavi Cum 1 18.00 7.500 0.225 30.38
Cum Total 60.76
7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A)
In Transition portion
Towards Karadiguddi Sqm 1 18.00 5.500 99.00
Towards Sampagavi Sqm 1 18.00 5.500 99.00
Sqm Total 198.00
8 KSR RB M500-10. Providing and applying tack coat using 801100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.3 (i))
In Transition portion
Towards Karadiguddi Sqm 1 18.00 5.500 99.00
Towards Sampagavi Sqm 1 18.00 5.500 99.00
Sqm Total 198.00
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 (c))
In Transition portion
Towards Karadiguddi Cum 1 18.00 5.50 0.050 4.95
Towards Sampagavi Cum 1 18.00 5.50 0.050 4.95
10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31)
In Transition portion
Towards Karadiguddi Cum 1 18.00 5.50 0.025 2.48
Towards Sampagavi Cum 1 18.00 5.50 0.025 2.48
11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15)
In Transition portion
Towards Karadiguddi 0.00
(Edge Line) Sqm 2 18.00 0.100 3.60
Towards Sampagavi .
(Edge Line) Sqm 2 18.00 0.100 3.60
Sqm Total 7.20 3600
12 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7)
13 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.ii)
14 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.iv)
15 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.xv)
Assistant Executive Engineer Executive Engineer
PWD, Sub Division, Khanapur PWD Division, Belagavi
ABSTRACT FOR CONSTRUCTION OF ROAD
Sl. No. Description Unit Qty Rate (Rs.) Amount (Rs.)
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer a) In area of light jungle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No.9 It.No.2.5(II)a) 100 m2 1.05 393.00 412.65
2 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead (PWD Road & Bridges Vol-III SR 2023-24 Pg.No17 It.No.3.3) m2 150.00 6.00 900.00
3 Construction of Embankment by excavating the available app roved Gravel/Murrum deposited at a place or borrow pits du ring or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, includin g cost of labour,rolling,water,all materials,usage& all other appur tenaces required to complete the work. (common SR Vol-I SR 2023-24 Pg.No6 It.No.1.8) m3 150.00 474.00 71100.00
4 Construction of sub-grade and earthen shoulders with appro ved 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 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 17 It.No.3.6) m3 124.20 493.00 61230.60
5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(B) For Grading -V Material (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 23 It.No.4.2 B (v)) m3 40.50 2359.00 95539.50
6 Providing, laying, spreading and compacting graded stone ag gregate to Wet Mix Macadam specification including premixi ng the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 26 It.No.4.17) m3 60.76 2559.00 155484.84
7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.1 A i) m2 198.00 41.00 8118.00
8 KSR RB M500-10. Providing and applying tack coat using 801100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.25 kg per sqm on the existing prepared bituminous surface (primed surface) cleaned with mechanical broom. complete as per specifications. Clause 503 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 31 It.No.5.3 (i)) m2 198.00 12.00 2376.00
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Clause 504 of MORTH V revision (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 33 It.No.5.9 ii c) m3 9.90 7890.00 78111.00
10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 43 It.No.5.31) m3 4.96 10152.00 50353.92
11 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No. 803 (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 67 It.No.8.15) m2 7.20 530.00 3816.00
12 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.7) m2 1.80 8995.00 16191.00
13 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.ii) Each 2.00 4671.00 9342.00
14 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.iv) Each 2.00 3562.00 7124.00
15 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 90 cm high octagon (PWD Road & Bridges Vol-III SR 2023-24 Pg.No 65 It.No.8.5.xv) Each 2.00 6489.00 12978.00
Sub - Total 573077.51
Assistant Executive Engineer Executive Engineer 0 0 0
PWD, Sub Division, Khanapur PWD Division, Belagavi 0 0 0
Sl. No. Specification Unit Qty Rate Amount
1.14.1 In all kinds of soils Depth upto 3 m
Taking output = 240 m³
Mazdoor heavy (Mate) day 0.32 451.22 144.39
Mazdoor Light day 8 451.22 3609.76
Hydraulic Excavator 1.1 m³ bucket capacity. hr 6 957.63 5745.78
Usage charges of tipper hr 4 1197.46 4789.84
Sub Total 14289.77
C Add Water charges, Shoring and shuttering & sundries 5% ( A+B) 714.49
D Over Head Charges 20 % ( A+B+C) 3000.852
Contractor's Profit 10% ( A+B+C+D) 1800.51
Cost of 1 m³ . 83.00
Note: Cost of De-watering upto 5 % of (A+B) may be added , where required assessment for dewatering shall be made as per site condition
1.15.1 In ordinary/soft rock without blasting upto 1.5 m depth
Details of Cost for 10 m³ .
Average output of Hydraulic Excavator per hour is 30m³
Hydraulic Excavator 1.1 m³ bucket capacity. hr 0.30 957.63 287.29
Usage charges of tipper hr 0.15 1197.46 179.62
Mazdoor heavy day 0.50 451.22 225.61
Mazdoor Light day 0.55 451.22 248.17
Rock Excavator day 0.71 476.22 338.12
Rock Breaker day 1.59 476.22 757.19
Rock Hole Driller day 0.36 476.22 171.44
Sub Total 2207.44
C Add Water charges, Shoring and shuttering & sundries 5% ( A+B) 110.37
D Over Head Charges 20 % ( A+B+C) 463.562
Contractor's Profit 10% ( A+B+C+D) 278.14
Cost for 10 m³ 3059.512
Cost of 1 m³ . 306.00
Note: 1. Cost of De-watering upto 5 % of (A+B) may be added , where required assessment for dewatering shall be made as per site condition. 1.15.2 Depth exceeding 1.5 m, but not exceeding 3 m
2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
Details of Cost for 1 m³ .
Stone Aggregate (Single size) :40 mm nominal size m3 0.65 1190 773.5
Stone Aggregate (Single size) :20 mm nominal size m3 0.24 1333 319.92
Coarse sand m3 0.47 1476 693.72
Cement t 0.22 5600 1232
Mason class II day 0.50 601 300.5
Mazdoor Light day 2.00 589 1178
Concrete mixer ( cap 0.40/0.28 m³ ) hr 0.25 369 92.25
Vibrator(Needle type 40mm) hr 0.50 411 205.5
Sub Total - A 4795.39
Add 1 % Water charges on A 47.95
Sundries 1 % on A 47.95
Sub Total - B 4891.29
Over Head Charges 20 % on B 978.258
Sub Total - C 5869.548
Contractor's Profit 10% on C 586.95
Cost for 1 m³ 6456.50
Say Cost of 1 m³ . 6456.00
Material Requirement : Cement= 220 kgs ( 4.40 bags): Metal: 0.89 m3 : Sand= 0.47 m3
2.2.1 M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates crushed coarse aggregates
Details of Cost for 1 m³ .
Stone Aggregate (Single size) : 20 mm nominal size m3 0.57 1333 759.81
Stone Aggregate (Single size) : 10 mm nominal size m3 0.28 1362 381.36
Coarse sand m3 0.425 1476 627.3
Cement t 0.32 5600 1792
Mason class II day 0.25 601 150.25
Mazdoor Light day 0.90 589 530.1
Mazdoor Light (Helper) day 1.00 589 589
Concrete mixer ( cap 0.40/0.28 m³ ) hr 0.10 369 36.9
Vibrator(Needle type 40mm) hr 0.35 411 143.85
Sub Total - A 5010.57
Add 1 % Water charges on A 50.11
Sundries 1 % on A 50.11
Sub Total - B 5110.79
Over Head Charges 20 % on B 1022.158
Sub Total - C 6132.948
Contractor's Profit 10% on C 613.29
Cost for 1 m³ 6746.24
Say Cost of 1 m³ . 6746.00
Material Requirement : Cement= 320 kgs ( 6.40 bags): Metal: 0.85 m3 : Sand= 0.425 m3
2.4.3 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Details of cost for 15 m³ .
Cement t 5.1 5600 28560
Coarse sand m3 6.75 1476 9963
20 mm nominal size m3 8.1 1333 10797.3
10 mm nominal size m3 5.4 1362 7354.8
Admixture @ 0.4 per cent of cement kg 20.40 191 3896.4
Male day 1.00 620 620
Mason day 3.00 601 1803
Mazdoor day 8.00 589 4712
Mobile concrete batching / Mixing plant hr 0.75 649 486.75
Generator 100 VA hr 0.75 1218 913.5
Water tanker 6kL hr 1.00 725 725
Tractor trolley hr 1.00 659 659
transit mixer (Mixer of 6m3 capacity at 2.5 interval) hr 2.00 1882 3764
concrete pump hr 0.75 1073 804.75
Vibrator(Needle type 40mm) hr 1.50 411 616.5
Sub Total - A 75676
Add 1 % Water charges on A 756.76
Sundries 1 % on A 756.76
Sub Total - B 77189.52
Over Head Charges 20 % on B 15437.904
Sub Total - C 92627.424
Contractor's Profit 10% on C 9262.74
Cost for 15 m³ 101890.16
Say Cost of 1 m³ . 6793.00
Material Requirement : Cement= 340 kgs (6.80 bags): Metal: 0.90 m3 : Sand= 0.45m3
2.5.2 M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Details of cost for 15 m³ .
Cement t 5.1 5600 28560
Coarse sand m3 6.75 1476 9963
20 mm nominal size m3 8.1 1333 10797.3
10 mm nominal size m3 5.4 1362 7354.8
Admixture @ 0.4 per cent of cement kg 20.40 191 3896.4
Male day 1.00 620 620
Mason day 1.50 601 901.5
Mazdoor day 20.00 589 11780
Mobile concrete batching / Mixing plant hr 0.75 649 486.75
Generator 100 VA hr 0.75 1218 913.5
Water tanker 6kL hr 1.00 725 725
Tractor trolley hr 1.00 659 659
transit mixer (Mixer of 6m3 capacity at 2.5 interval) hr 2.00 1882 3764
Concrete pump hr 0.75 1073 804.75
Vibrator(Needle type 40mm) hr 1.50 411 616.5
Sub Total - A 81842.5
Add 1 % Water charges on A 818.43
Sundries 1 % on A 818.43
Sub Total - B 83479.36
Over Head Charges 20 % on B 16695.872
Sub Total - C 100175.232
Contractor's Profit 10% on C 10017.52
Cost for 15 m³ 110192.75
Say Cost of 1 m³ . 7346.00
Requirement : Cement= 340 kgs (6.80 bags): Metal: 0.90 m3 : Sand= 0.45m3
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