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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹7.3 Laccepted-aoc | accepted-aoc |
Tender Value
₹8.0 L
EMD Value
₹20,000
Closing Date
4 Feb 2026, 10:00 pmClosed
Public Works Department
PRAVIN R HULJI
Construction of RCC Railing at Raichur-Bachi SH-20 at KM 351.20 , Repair of Headwall at KM 351.90 and Widening of Pipe Culvert at KM 352.20 in Belagavi Taluk ,Rural Constituency for the year 2025-26.
PWD/2025-26/BR/WORK_INDENT32220
PWD/2025-26/BR/WORK_INDENT32220
Open
Bridges/Culverts
Two Tender Document System(Two Cover)
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., 2020-21, 2021-22, 2022-23 ,2023-24 and 2024-25 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 7.99Lakhs
To qualify for award of this contract, each Tenderer in his name should have in the last five years 2020-21, 2021-22, 2022-23 ,2023-24 and 2024-25 Satisfactorily completed, as prime contractor, at least one similar work such as Construction/Maintenance of CD/Culvert/Bridge/Pipe culvert work of value not less than Rs. 4.00Lakhs
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 2025-26 price level) taking into account the completed as well as works in progress. 0.5 Year where B equal to Value at 2025-26price 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.20000.00 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
₹20,000
4 Feb 2026
20 Jan 2026
5 Feb 2026
3 Feb 2026
Government of Karnataka
Public Works Department
Executive Engineer
PWD Division Belagavi
Name of Work: Construction of RCC Railing at Raichur-Bachi SH-20 at KM 351.20 , Repair of Headwall at KM 351.90 and Widening of Pipe Culvert at KM 352.20 in Belagavi Taluk ,Rural Constituency for the year 2025-26.
Estimate Amount : Rs. 10.00 Lakhs
Assistant Executive Engineer
PWD Sub Division No.1, Belagavi
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ಬೆಳಗಾವಿ ತಾಲೂಕಿನ ಗ್ರಾಮೀಣ ಮತಕ್ಷೇತ್ರದ ವ್ಯಾಪ್ತಿಯಲ್ಲಿ ಬರುವ ರಾಯಚೂರ ಬಾಚಿ ರಾ.ಹೆ 20ರ ಕಿ.ಮೀ. 351.20 ರಲ್ಲಿ ಆರ್.ಸಿ.ಸಿ. ರೇಲಿಂಗ್ ನಿರ್ಮಾಣ ಮಾಡುವುದು, ಕಿ.ಮೀ. 357.90 ರಲ್ಲಿ ಪೈಪ್ ಕಲ್ವರ್ಟ್ನ ಹೆಡ್ವಾಲ್ ದುರಸ್ತಿ ಮಾಡುವುದು ಹಾಗೂ ಕಿ.ಮೀ. 352.2ರಲ್ಲಿ ಪೈಪ್ ಕಲ್ವರ್ಟ್ ಅಗಲೀಕರಣ ಮಾಡುವುದು ಕಾಮಗಾರಿಗಾಗಿ 2025-26 ನೇ ಸಾಲಿನ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 3054-04-337-1-10-200 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ಸೇತುವೆಗಳ ನಿರ್ವಹಣೆ ಯೋಜನೆ ಅಡಿಯಲ್ಲಿ ರೂ. 10.00 ಲಕ್ಷಗಳನ್ನು ಒದಗಿಸಲಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅನುದಾನಕ್ಕೆ ಅನುಗುಣವಾಗಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಿ ಕಿ.ಮೀ.351.20 ರಲ್ಲಿ ಈಗಾಗಲೇ ಇರುವ ರೇಲಿಂಗ್ ಹಾಳಾಗಿದ್ದು ಅದನ್ನು ತೆರವುಗೊಳಿಸಿ ಆರ್.ಸಿ.ಸಿ. ರೇಲಿಂಗ್ ಮಾಡುವುದು, ಕಿ.ಮೀ.351.90 ಹಳೇ ಹೆಡ್ವಾಲ್ ಬಿದ್ದು ಹೋಗಿದ್ದು ಅಲ್ಲಿ ಹೆಡ್ವಾಲ್ ದುರಸ್ತಿ ಕೆಲಸ ಮಾಡುವುದು ಹಾಗೂ ಕಿ.ಮೀ.352.2ರಲ್ಲಿ ಪೈಪ್ ಕಲ್ವರ್ಟ್ ಅಗಲೀಕರಣದಲ್ಲಿ ಕೇವಲ ಹೆಡ್ವಾಲ್ ಎತ್ತರ ಮಾಡುವ ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೊಳ್ಳಲಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಏಕರೂಪ ದರಪಟ್ಟಿಯಂತೆ ದರಗಳನ್ನು ಅಳವಡಿಸಿ ತಯಾರಿಸಲಾಗಿದೆ ಹಾಗೂ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಪರಿಗಣಿಸಲಾಗಿದೆ.
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 [Page No 09 - I.No.2.5 ii a PWD comman SR vol-03 2023-24]
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 work: In all knids of soils Depth upto 3m. [Page No 08 - I.No.1.14.1 PWD comman SR vol-01 2023-24]
Dismantling of Guard Rails: Dismantling guard rails by manual means and disposal of dismantledmaterial with all lifts and lead, stacking serviceable materials andunserviceable materials separately. [Page No 12 - I.No.2.2 PWD comman SR vol-03 2023-24]
Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar. [Page No 187 - I.No.19.9.2 PWD comman SR vol-02 2023-24]
Construction of RCC railing of M30 Grade in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete as perapproved drawings and technical specifications. [Page No 121 - I.No.13.50 PWD comman SR vol-03 2023-24]
Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . [Page No 16 - I.No.2.5.1 PWD comman SR vol-01 2023-24]
Formwork for the Item Code 2.4.2 ( Page no. 111 vol - 1 M20 as per the item No.3 rate 6323*5%=316.15
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 (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [Page No 7 - I.No.1.9 PWD comman SR vol-01 2023-24]
Boundary pillar / Guard Stone- Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting. [Page No 167 - I.No.8.18 PWD comman SR vol-03 2023-24]
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)
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P.W.D.CODE PARA - 133
Name of Work: Construction of RCC Railing at Raichur-Bachi SH-20 at KM 351.20 , Repair of Headwall at KM 351.90 and Widening of Pipe Culvert at KM 352.20 in Belagavi Taluk ,Rural Constituency for the year 2025-26.
This is to certify that Shri. Shashikant.J.Kolekar 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.
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.
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, P.W.D Sub-Dn.No-1,Belagavi Executive Engineer, P.W.D Dn.Belagavi
RECAPTULATION SHEET
Name of Work: Construction of RCC Railing at Raichur-Bachi SH-20 at KM 351.20 , Repair of Headwall at KM 351.90 and Widening of Pipe Culvert at KM 352.20 in Belagavi Taluk ,Rural Constituency for the year 2025-26.
Sl. No. Description Amount
4 Add lumsump for Miscelleanous 9,771.62 9,771.62 1799869.02 78506.95 1000000
Rs. 10.00 Lakhs
Assistant Executive Engineer Executive Engineer
PWD Sub Division No.1, Belagavi PWD Division Belagavi
Name of Work: Construction of RCC Railing at Raichur-Bachi SH-20 at KM 351.20 , Repair of Headwall at KM 351.90 and Widening of Pipe Culvert at KM 352.20 in Belagavi Taluk ,Rural Constituency for the year 2025-26.
Estimate (Measurement)
Sl. no Description of Item Nos/Sides Measurement Qty Unit 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 Dozer a In area of light jungle [Page No 09 - I.No.2.5 ii a PWD comman SR vol-03 2023-24]
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 work: In all knids of soils Depth upto 3m. [Page No 08 - I.No.1.14.1 PWD comman SR vol-01 2023-24] 4.9
Excavation 351.90
3 Dismantling of Guard Rails: Dismantling guard rails by manual means and disposal of dismantledmaterial with all lifts and lead, stacking serviceable materials andunserviceable materials separately. [Page No 12 - I.No.2.2 PWD comman SR vol-03 2023-24]
4 Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar. [Page No 187 - I.No.19.9.2 PWD comman SR vol-02 2023-24]
5 Construction of RCC railing of M30 Grade in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete as perapproved drawings and technical specifications. [Page No 121 - I.No.13.50 PWD comman SR vol-03 2023-24]
6 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork to be paid separately)[Page No 16 - I.No. 2.4.2 PWD comman SR vol-01 2023-24] 0.99
RCC for Head wall 3.3
Culvert head wall Ch-351.90 1 2 16.00 0.825 1.60 42.24
Rise of culvert head wall Ch-352.20 1 2 10.00 0.450 0.60 5.40
7 Formwork for the Item Code 2.4.2 ( Page no. 111 vol - 1 M20 as per the item No.3 rate 6221*5%=311.05
Centering 47.64 47.64
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 (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I)
Culvert head wall Ch-351.90 3
Distribution bar 2 2 9.00 16.000 0.617 355.39
Rise of culvert head wall Ch-352.20 3
Distribution bar 2 2 4.00 10.000 0.617 98.72
sqm Total 1082.71 Kg
9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
excavation qty 49.92
deduct concrete qty -42.24 0
10 Boundary pillar / Guard Stone- Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting. [Page No 167 - I.No.8.18 PWD comman SR vol-03 2023-24] Boundary pillar / Guard Stone- Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting. [Page No 167 - I.No.8.18 PWD comman SR vol-03 2023-24]
Guard stone 30 4 120.00 3
11 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) 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)
Bridge wing wall CH-351.20 2 4 6.00 1.80 86.40 3
Culvert head wall Ch-351.90 2 2 16.00 1.80 115.20
Rise of culvert head wall 352.20 2 2 10.00 0.450 0.60 10.80
Total 799,215.80
Assistant Executive Engineer Executive Engineer, 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)
PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
Name of Work: Construction of RCC Railing at Raichur-Bachi SH-20 at KM 351.20 , Repair of Headwall at KM 351.90 and Widening of Pipe Culvert at KM 352.20 in Belagavi Taluk ,Rural Constituency for the year 2025-26.
S. No Description of item Unit S.R. 2023-24 Rate as per S.R. Add difference in cost Total Area weightage Total Rate (Rs.)
P.No Vol I.No Const Diff in cost 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 Dozer a In area of light jungle [Page No 09 - I.No.2.5 ii a PWD comman SR vol-03 2023-24] 100 m2 9 3 2.5 ii a 393.00 0.00 0.00 0.00 393.00 393.00 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 [Page No 09 - I.No.2.5 ii a PWD comman SR vol-03 2023-24]
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 work: In all knids of soils Depth upto 3m. [Page No 08 - I.No.1.14.1 PWD comman SR vol-01 2023-24] Cum 8 1 1.14.1 102.00 0.00 0.00 0.00 102.00 102.00 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 work: In all knids of soils Depth upto 3m. [Page No 08 - I.No.1.14.1 PWD comman SR vol-01 2023-24]
3 Dismantling of Guard Rails: Dismantling guard rails by manual means and disposal of dismantledmaterial with all lifts and lead, stacking serviceable materials andunserviceable materials separately. [Page No 12 - I.No.2.2 PWD comman SR vol-03 2023-24] m 12 3 2.20 116.00 0.00 0.00 0.00 116.00 116.00 Dismantling of Guard Rails: Dismantling guard rails by manual means and disposal of dismantledmaterial with all lifts and lead, stacking serviceable materials andunserviceable materials separately. [Page No 12 - I.No.2.2 PWD comman SR vol-03 2023-24]
4 Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar. [Page No 187 - I.No.19.9.2 PWD comman SR vol-02 2023-24] m3 187 2 19.9.2 1684.00 0.00 0.00 0.00 1684.00 1684.00 Demolishing stone rubble masonry manually/ by mechanical meansincluding stacking of serviceable material and disposal of unserviceablematerial to the appropriate disposal area as per direction of Engineerin-charge. In cement mortar. [Page No 187 - I.No.19.9.2 PWD comman SR vol-02 2023-24]
5 Construction of RCC railing of M30 Grade in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete as perapproved drawings and technical specifications. [Page No 121 - I.No.13.50 PWD comman SR vol-03 2023-24] m 121 3 13.50 2070.00 0.00 0.00 0.00 2070.00 2070.00 Construction of RCC railing of M30 Grade in-situ with 20 mmnominal size aggregate, true to line and grade, tolerance ofvertical RCC post not to exceed 1 in 500, centre to centre spacingbetween vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete as perapproved drawings and technical specifications. [Page No 121 - I.No.13.50 PWD comman SR vol-03 2023-24]
6 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . [Page No 16 - I.No.2.5.1 PWD comman SR vol-01 2023-24] Cum 16 1 2.5.1 6527.00 0.00 0.00 0.00 6527.00 6527.00 Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to therequirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . [Page No 16 - I.No.2.5.1 PWD comman SR vol-01 2023-24]
7 Formwork for the Item Code 2.4.2 ( Page no. 111 vol - 1 M20 as per the item No.3 rate 6323*5%=316.15 Cum 111 1 3 326.35 0.00 0.00 0.00 326.35 326.35 Formwork for the Item Code 2.4.2 ( Page no. 111 vol - 1 M20 as per the item No.3 rate 6323*5%=316.15
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 (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I) Tonne 18 1 2.11 h 69749.00 0.00 0.00 0.00 69749.00 69749.00 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 (PWD SR 2023-24 Pg.No.18 It.No.2.11 h. Vol-I)
9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [Page No 7 - I.No.1.9 PWD comman SR vol-01 2023-24] Cum 7 1 1.9 266.00 0.00 0.00 0.00 266.00 266.00 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [Page No 7 - I.No.1.9 PWD comman SR vol-01 2023-24]
10 Boundary pillar / Guard Stone- Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting. [Page No 167 - I.No.8.18 PWD comman SR vol-03 2023-24] each 167 3 8.18 733.00 0.00 0.00 0.00 733.00 733.00 Boundary pillar / Guard Stone- Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting. [Page No 167 - I.No.8.18 PWD comman SR vol-03 2023-24]
11 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) Sqm 123 3 13.14 84.00 0.00 0.00 0.00 84.00 84.00 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)
Assistant Executive Engineer Executive Engineer,
PWD Department , Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
Name of work: Improvements & Renewl to SH-20, Raichur-Bachi Road from Ch. 347.00 Km to 349.50 Km (Hindalaga Jail cross to Sulaga) in Belagavi Taluk, Belagavi District under HoA- 5054 SH Renewal for the year 2022-23.
CD Cross Section
3.70 1000 mm dia NP4 Hume pipe
0.15m th PCC M10
1000 mm dia NP4 Hume pipe
Assistant Executive Engineer, Executive Engineer,
PW.D.Department,, Sub.Dn.No.1,Belgaum. PW.D.Department, Belgaum Dn.Belgaum.
Name of work: Improvements & Renewl to SH-20, Raichur-Bachi Road from Ch. 347.00 Km to 349.50 Km (Hindalaga Jail cross to Sulaga) in Belagavi Taluk, Belagavi District under HoA- 5054 SH Renewal for the year 2022-23.
CD Cross Section
2.70 1200 mm dia NP4 Hume pipe
0.15m th PCC M10
1200 mm dia NP4 Hume pipe
1200 mm dia NP4 Hume pipe
1200 mm dia NP4 Hume pipe
Assistant Executive Engineer, Executive Engineer,
PW.D.Department,, Sub.Dn.No.1,Belgaum. PW.D.Department, Belgaum Dn.Belgaum.
CD Cross Section
00.45 m Parapet
1000 mm dia NP4 Hume pipe
Existing Stone Masonry wall
0.15m th PCC M10
1000 mm dia NP4 Hume pipe
Assistant Executive Engineer, Executive Engineer,
PW.D.Department,, Sub.Dn.No.1,Belgaum. PW.D.Department, Belgaum Dn.Belgaum.
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