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Tender Value
₹1.9 Cr
EMD Value
₹2.8 L
Closing Date
31 Aug 2026, 10:00 pm7d left
Public Works Department
PRAVIN R HULJI
08312467103
1)Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District. under HOA 5054 Appendix E for the year 2025-26
PWD/2026-27/RD/WORK_INDENT37076
PWD/2026-27/RD/WORK_INDENT37076
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Belagavi
12 documents required · 12 mandatory
Constitutional and Legal Status of the Tenderer
Principal Place of Business (Full address)
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers
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 and 2025-26 Satisfactorily completed, as prime contractor, at least one similar nature of work such as Improvements of Road Work of value not less than Rs.92.57Lakhs.
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 021-22, 2022-23, 2023-24 2024-25 and 2025-26 executed the following minimum quantities of work 1. Earthwork Excavation/subgrade/filling 2440 Cum 2.PCC/RCC/PQC/DLC 1455 Cum 3.STEEL REINFORCEMENT10.42Tonne 4.GSB 515cum 5.WMM 906cum
The tenderer should be a KPWD registered Class-III and Above Contractor
As per this note each tenderer should further demonstrate Availability of key equipment/ machinery for execution of the work. However as per Govt circular on GO-FD/AE 263/EXP12-2022, dated 11.05.2022, this clause for owning key equipment s for works costing up to Rs.3.00 crores is exempted. However it is obligatory for the contractor to use the following machineries for various activities involved in Maintenance activities as per MORTH specification.1. Excavator Hydraulic Excavator/Backhoe Loader 2. Tipper.3. Road Grader/Motor Grader 4. Hot Mix Plant 40/60 TPH 5. Pug Mill Wet Mix Plant 6. Mechanical Paver Finisher 7. Vibratory Road Roller 8. Vehicle Mounted Tank Mechanical Sprayer 9. Self Loading Concrete Mixer with weigh batch/Mechanical Concrete Mixer with Hopper 10.Water Tanker
Qualification and experience of the key technical and Management personnel in permanent employment with the Tenderer and those that are proposed to be deployed on this work, if work is awarded
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
Information on works which are yet to be completed, Information of the works for which Tender Acceptance letters are recieved, Information of the works for which Tenderer has submitted Tender, Information on litigation in which the Tenderer is involved
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers and Bankers
Assessed Tender Capacity shall be more than the Tendered Amount
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
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 ( AxNx1.5 - B ) where 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 2026-27 price 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.
Each Tenderer should further demonstrate- liquid assets and/or availability of credit facilities of not less than Rs.92.57 Lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc. (Enclosed with this NIT under Forms of Bid qualification information as per Govt. Circular No. FD-CAM/16/2022(P-2), dated. 22.08.2022).
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 021-22, 2022-23, 2023-24 2024-25 and 2025-26 Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) of Rs.370.28 Lakhs.
The EMD of Rs. 2,77,800.00 shall be paid in full through e payment or in two parts i.e. part (1) Rs. 1,00,000.00 by e -payment Part (2) Rs.1,77,800.00 EMD shall be in the form of Bank Guarantee and shall be scanned and uploaded along with the technical Bid. The original Bank Guarantee should be handed over to the Executive Engineer before the prescribed date and time of opening of the Bids.
Information in Format 10
₹4,630
₹2.8 L
1 Aug 2026
1 Aug 2026
1 Sept 2026
29 Aug 2026
13 Aug 2026
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT DIVISION, BELAGAVI
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER PUBLIC WORKS DEPARTMENT SUB-DIVISION, KITTUR
: Head of Account : ¥ÁåPÉÃeï-2
5054-04-337-0-01-154 District roads Improvements for the year 2025-26
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
PWD/2026-27/RD/WORK_INDENT37076
ESTIMATED COST : Rs. 230.00 Lakhs.
PARAGRAPH 130 (A) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE
Name of Division Public Works Dept. Belagavi Division Belagavi
Name of Sub-Division Public Works Dept. Sub-Division Kittur
Fund Head 5054-04-337-0-01-154 District roads Improvements for the year 2025-26
Departement Head
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
This Estimate is framed in the Office of the Assistant Executive Engineer Public Works Department, Sub-Division, Channammana Kittur for the probable expense that will be incurred in for the above work.
Estimated Cost Rs. 230.00 Lakhs
Administratively approved Vide:
Technically Sanctioned under
Estimate prepared by Shri. S. K. Hanchinamani, AE
Shri. Raju Muranal ,JE
Estimate Checked by Shri. J I Gunjatkarpatil, AEE
------- Separate Sheet Enclosed-------
Assistant Executive Engineer,
P.W.D Sub-Division, Kittur
Dressing Room Skirting
On Stage (Wooden mat Finish) 1 10 3
KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)
Columns above plinth upto Gr. Floor slab
RCC LINTEL Band
Vertical. Side LINTEL Band 0.15
Horizontal Side LINTEL Band 0.15
Rear Side LINTEL Band 0.15
Front LINTEL Band 0.15
Slab Beams ( GR Floor)
Vertical. Side Slab Beams 0.65
Horizontal Side Slab Beams 2 0.65
Rear Side Slab Beams 0.65
Front Slab Beams 0.65
Columns above plinth upto Gr. Floor slab
Vertical. Side LINTEL Band (0.23+2*0.15) 0 0.15
Horizontal Side LINTEL Band (0.23+2*0.15) 0 0.15
Rear Side LINTEL Band 1 (0.23+2*0.15) 0 0.15
Front LINTEL Band 1 (0.23+2*0.15) 0 0.15
Vertical. Side Slab Beams (0.23+2*0.65) 0 0.65
Horizontal Side Slab Beams 2 (0.23+2*0.65) 0 0.65
Rear Side Slab Beams 1 (0.23+2*0.65) 0 0.65
Front Slab Beams 1 (0.23+2*0.65) 0 0.65
Dressing Room 2 3.6 3.1
Vertical. Side Walls 3.4
Horizontal Side Walls 3.4
Rear Side Walls 3.4
Front Walls 3.4
Toilet walls 2 6.85 0.115 3.4 5.3567
KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)
KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)
Hall and stage area 1 45.2 3.4
Dressing Room 13.4 3.4
Toilet Walls 2 6.6 3.4
Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )
Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427
KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)
KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )
KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
P.W.D.CODE PARA - 133
This is to certify that,Shri. J. I. Gunjatkarpatil, 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, P.W.D Sub-Division,Kittur
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, P.W.D Sub-Division,Kittur Executive Engineer, P.W.D Division, 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, P.W.D Sub-Division,Kittur Executive Engineer, P.W.D Division,Belagavi
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಎನ್.ಎಚ್4-ಡೊಂಬರಕೊಪ್ಪ ವ್ಹಾಯಾ ಸರಕಾರಿ ಆಸ್ಪತ್ರೆ-ಮಲ್ಲಾಪೂರ ಕೆ.ಎ.-ಚಿಕ್ಕನಂದಿಹಳ್ಳಿ ರಸ್ತೆಯು ಗ್ರಾಮೀಣ ರಸ್ತೆಯಿಂದ ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯನ್ನಾಗಿ ಮೇಲ್ದರ್ಜೆಗೇರಿಸಲಾದ ರಸ್ತೆಯಾಗಿರುತ್ತದೆ. ಸದರಿ ರಸ್ತೆಯ ಕಿ.ಮೀ. 0.00 ರಿಂದ 1.20 ರವರೆಗಿನ ರಸ್ತೆಯು ಪ್ರಸಕ್ತ ಸಾಲಿನಲ್ಲಿ ಸುರಿದ ಭಾರಿ ಮಳೆಯಿಂದ ಹಾಳಾಗಿದ್ದು ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ತೊಂದರೆಯಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ದಿಪಡಿಸುವುದು ಅವಶ್ಯಕವಾಗಿರುತ್ತದೆ. ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಸದರಿ ರಸ್ತೆಯ ಕಿ.ಮೀ. 0.00 ರಿಂದ 1.20 ರವರೆಗೆ (1200 ಮೀ. ಉದ್ದ) 100ಮಿ.ಮೀ. ಜಿ.ಎಸ್.ಬಿ, 150 ಮಿ.ಮೀ. ಡಬ್ಲ್ಯೂ.ಎಮ್.ಎಮ್.,200 ಮಿ.ಮೀ.M30̲-.ಕಾಂಕ್ರೀಟ ಮತ್ತು ಗ್ರಾಮ ಪರಿಮಿತಿಯಲ್ಲಿ ಕಾಂಕ್ರೀಟ ಚರಂಡಿಯನ್ನು ನಿರ್ಮಾಣ ಮಾಡುವ ಪ್ರಾವಧಾನಗಳನ್ನು ಅಳವಡಿಸಿಕೊಳ್ಳಲಾಗಿದೆ.
ಕಿತ್ತೂರ ತಾಲೂಕಿನ ಅವರಾದಿ-ಶಿವನೂರ ನಿಚ್ಚಣಕಿ-ಎನ್.ಎಚ್.-4 ರಸ್ತೆಯು ಒಂದು ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಯಾಗಿದ್ದು, ಪ್ರಸಕ್ತ ಸಾಲಿನಲ್ಲಿ ಸದರಿ ರಸ್ತೆಯ ಕಿ.ಮೀ. 3.60 ರಿಂದ 4.40 ರವರೆಗೆ (150 ಮೀ. ಉದ್ದ) ಸುರಿದ ಭಾರಿ ಮಳೆಯಿಂದ ಹಾಳಾಗಿದ್ದು ವಾಹನ ಸಂಚಾರಕ್ಕೆ ತುಂಬಾ ತೊಂದರೆಯಾಗುತ್ತಿದೆ. ಆದ್ದರಿಂದ ಸದರಿ ರಸ್ತೆಯನ್ನು ಅಭಿವೃದ್ದಿಪಡಿಸುವುದು ಅವಶ್ಯಕವಾಗಿರುತ್ತದೆ. ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ 100ಮಿ.ಮೀ. ಜಿ.ಎಸ್.ಬಿ, 150 ಮಿ.ಮೀ. ಡಬ್ಲ್ಯೂ.ಎಮ್.ಎಮ್., 200 ಮಿ.ಮೀ.M30̲-.ಕಾಂಕ್ರೀಟ ಮತ್ತು ಗ್ರಾಮದ ಪಂಚಾಯತ ಪರಿಮಿತಿಯಲ್ಲಿ ಆರ್.ಸಿ.ಸಿ. ಗಟಾರ ಮತ್ತು ಸಿ.ಡಿ. ನಿರ್ಮಾಣ ಮಾಡುವ ಪ್ರಾವಧಾನಗಳನ್ನು ಅಳವಡಿಸಿಕೊಳ್ಳಲಾಗಿದೆ.
ಸದರಿ ಕಾಮಗಾರಿಗಳಿಗೆ 2025-26ನೇ ಸಾಲಿನಲ್ಲಿ ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ 5054-04-337-0-01-154 ಜಿಲ್ಲಾ ಮುಖ್ಯ ರಸ್ತೆಗಳ ಸುಧಾರಣೆ ಅಡಿಯಲ್ಲಿ ರೂ. 230.00 ಲಕ್ಷಗಳಿಗೆ ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆಃ ಲೋಇ/170/ಐ.ಎಫ್.ಎ/2026 (ಇ-ಕಚೇರಿ) ಬೆಂಗಳೂರು, ದಿನಾಂಕಃ 27-03-2026 ರನ್ವಯ ಅನುದಾನ ಮಂಜೂರಾಗಿರುತ್ತದೆ.
ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾದ ಅಂಶಗಳು
Road Improvement Work
1 Clearing and Grubbing road land
2 Scarifying the existing bituminous road surface
3 Compacting original ground
4 Construction of sub-grade and earthen shoulders
5 By Mix in Place Method Construction of Granular Sub-Base For Grading -V Material
6 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam
7 Providing and constructing un-reinforced plain cement concrete pavement
8 Construction of unlined surface drains
9 Retro-Reflectorised Traffic Signs 60 cm equilateral triangle
10 Direction and Place Identification Signs
11 Providing and Laying Reinforced Cement Concrete Pipe NP3 750 mm dia. [I
Construction of Side drain
1 Earth work excavation for Foundation by mechanical means
2 Providing and laying in position plain cement concrete Mix 1:3:6 (M10)
3 Providing and laying in position Reinforced cement concrete M20
4 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
5 Farmwork Wall & Slab
6 Providing and laying 100mm thick pre-cast cover slabs over drains
7 Construction of Embankment by excavating the available approved Gravel/Murrum
8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete
ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಮೇಲ್ಕಾಣಿಸಿದ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಿ 2023-24ನೇ ಸಾಲಿನ (2026-27ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಬೆಂಗಳೂರು ವೃತ್ತದ ಏಕರೂಪ ದರಪಟ್ಟಿಯನ್ವಯ, 18% ಜಿ.ಎಸ್.ಟಿ. ಯನ್ನು ಸೇರಿಸಿಕೊಂಡು ಒಟ್ಟು ರೂ. 230.00 ಲಕ್ಷಗಳಿಗೆ ತಯಾರಿಸಲಾಗಿದೆ. ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಗೆ ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ನೀಡಲು ಗೌರವಪೂರ್ವಕವಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.
ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು, ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು,
ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ-ವಿಭಾಗ, ಕಿತ್ತೂರು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ, ಬೆಳಗಾವಿ
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Dressing Room Skirting
On Stage (Wooden mat Finish) 1 10 3
KSRB 4.2.8 : Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.46cum, with superplastisiser @3lts confirming to IS9103- 1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for R.C.C. beams, columns of all sizes in foundation plinth and superstructure ground floor level for roof slabs, staircase, lintles, columns, including cost of all materials, labour, HOM of machinery, curing, complete as per specifications. Specification No. KBS 4.1, 4.6 cum (P-13 I-4.13 of Belgaum Circle SR of 2014-15)
Columns above plinth upto Gr. Floor slab
RCC LINTEL Band
Vertical. Side LINTEL Band 0.15
Horizontal Side LINTEL Band 0.15
Rear Side LINTEL Band 0.15
Front LINTEL Band 0.15
Slab Beams ( GR Floor)
Vertical. Side Slab Beams 0.65
Horizontal Side Slab Beams 2 0.65
Rear Side Slab Beams 0.65
Front Slab Beams 0.65
Columns above plinth upto Gr. Floor slab
Vertical. Side LINTEL Band (0.23+2*0.15) 0 0.15
Horizontal Side LINTEL Band (0.23+2*0.15) 0 0.15
Rear Side LINTEL Band 1 (0.23+2*0.15) 0 0.15
Front LINTEL Band 1 (0.23+2*0.15) 0 0.15
Vertical. Side Slab Beams (0.23+2*0.65) 0 0.65
Horizontal Side Slab Beams 2 (0.23+2*0.65) 0 0.65
Rear Side Slab Beams 1 (0.23+2*0.65) 0 0.65
Front Slab Beams 1 (0.23+2*0.65) 0 0.65
Dressing Room 2 3.6 3.1
Vertical. Side Walls 3.4
Horizontal Side Walls 3.4
Rear Side Walls 3.4
Front Walls 3.4
Toilet walls 2 6.85 0.115 3.4 5.3567
KSRB15-3.8 : Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-111, I-15.16 of Belgaum SR of 2014-15)
KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. (P-110, I-15.10 of Belgaum SR of 2014-15)
Hall and stage area 1 45.2 3.4
Dressing Room 13.4 3.4
Toilet Walls 2 6.6 3.4
Door fixtures for Handles power coated 150mm (P.No. XIV Sl.No. 393 code 0178 )
Door fixtures for Tower Bolt 300mm long (P.No XIV Sl.No. 412 code 0427
KSRB 7.9 : Providing and fixing M.S.grill work for windows and ventilators weighing 21kg/sqm using M.S. flats, or M.S. square rods, or combination of M.S. flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red lead primer, cost of materials, fixtures, labour and HOM of machinery complete as per specifications. Specification No. KBS 7.12 (P-33 I-7.9 of Belgaum Circle SR of 2014-15)
KSRB 15-17.1 : Applying priming coat over new wood surface and / or wood based surface after brushing with wood primer pink paint including preparing the surface after throughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting ready mix paint including cost of materials, labour, complete as per specifications. ( I.No. 15.55, P. No.115 )
KSRB 15-17.6 : Providing and applying painting two coats (excluding priming coat) on new wood surface and / or wood based surface with enamel paint to give an even shade, cleaning the surface of all dirt, dust and other foreign matter, sand papering including cost of materials, labour, complete as per specifications. (I.No.15.60.1,P.No.116)
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
RECAPTULATION SHEET
Sl. No. Description Amount EPROC #REF!
1 Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli -CC Road 13,367,854.70 13,367,841.90 12.79 #REF! 12.79
2 Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli -CC Drain 1,968,122.32 1,968,530.81 -408.49
3 Improvements to Avaradi-Shivanur-Nichanaki Road -CC Road 1,744,153.25 1,744,153.25 0.00 #REF!
4 Improvements to Avaradi-Shivanur-Nichanaki Road -CC Drain 1,382,974.66 1,383,303.42 -328.76
5 3rd, 4th and 5th year Maintenance 49,950.00 49,950.00 0.00 #REF!
5 Tender Premium : 5% 1,092,270.24 1092312.98 Tender Premium, Quality assurance charges, Plantation charges, Miscelleanous and Unforseen Items
6 Quality assurance & Plantation charges : 0.25% 46,282.64 46284.45 1,744,153.25
7 Miscelleanous and Unforseen Items 16,042.31 15142.90 2,154,029.26 #REF! 19,667,519.71
Rs. 230.00 Lakhs x
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20
Sl. no Description of Item Unit Quantity Rate Amount
Improvements to Road
1 Clearing and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) ) 100m2 15.75 393.00 6,189.75
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 m2 2,362.50 6.00 14,175.00
3 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 410.40 105.00 43,092.00
4 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6) m3 661.50 493.00 326,119.50
5 By Mix in Place Method 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 For Grading -V Material (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v) m3 534.02 2,359.00 1,259,753.18
6 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17) m3 1,008.08 2,559.00 2,579,663.92
7 #REF! #REF! #REF! #REF! #REF!
8 #REF! #REF! #REF! #REF! #REF!
9 #REF! #REF! #REF! #REF! #REF!
10 #REF! #REF! #REF! #REF! #REF!
11 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 1,345.60 6,639.00 8,933,438.40
12 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A) m 1,350.00 25.00 33,750.00
13 #REF! #REF! #REF! #REF! #REF!
14 #REF! #REF! #REF! #REF! #REF!
15 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] No 4.00 3,591.00 14,364.00
16 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24] m 20.00 3,335.00 66,700.00
17 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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.[I.No.-8.8 / Page-65 of PWD SR (Vol. 3) 2023-24] Sqm 2.16 9,684.00 20,917.44
Total Amount #REF!
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20
Ch.0.00 to 0.45 Km 450.00 Scarifying the existing 3.75m CW, Compaction, GSB-100 for widening portion, WMM-150mm, M30 Concrete-200mm. #VALUE! 1.913 0.85
Ch.0.45 to 0.60 Km 150.00 Earthwork Excavation 5.50 m CW, Compaction, GSB-100 , WMM-150mm, M30 Concrete-200mm. #VALUE! 1.913 0.85
Ch.0.60 to 1.20 Km 600.00 Scarifying the existing 3.75m CW, Compaction, GSB-100, WMM-150mm, M30 Concrete-200mm. 1.563
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 tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) )
Considering 50% Area 50% 1575
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 15.750
Considering 60% Area 60% 2362.50 3937.50 #REF! 1575.00
3 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. soil
Ch.0.45 to 0.60 Km In Village Limits 1 150.00 5.50 0.30 247.50 #REF!
For Widening Portion Box Cutting 2 1050.00 2.075 0.10 435.75 #REF! 4.2
4 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. 0.45 1.2 0.35 1.1 1.85 1.975 0.925
Approach near School 1 3.00 7.50 0.10 2.25 0.45
5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6) 8.4 1.85 3.7 1.45 2.9 1.3 2.6
Side shoulders 7.45 3.75 3.75
6 By Mix in Place Method 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 For Grading -V Material (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v) 1.2 4.15 1.45 2.9 1.35 2.7 1.975
For Widening portion Width 2.075 3.75 3.75
Approach near School 1 3.00 7.50 0.10 2.25 9.75 0.45 1.75
7 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17)
Approach near School 1 3.00 7.50 0.10 2.25 0.45
8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
Approach near School 1 3.00 7.50 0.200 4.50
9 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A)
10 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24]
11 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24]
For Field Approach Roads 4 5.00 20.0
12 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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.[I.No.-8.8 / Page-65 of PWD SR (Vol. 3) 2023-24]
Total Rs. 13,367,854.70
1 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. soil
Ch.0.30 to 0.60 Km In Village Limits
Rcc Drain For Cross Road At Ch.0.60 km 1 5.00 1.60 1.50 12.00
2 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
Ch.0.30 to 0.60 Km In Village Limits
Rcc Drain For Cross Road At Ch.0.60 km 1 5.00 1.60 0.10 0.80
3 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]
Rcc Drain For Cross Road At Ch.0.60 km
3a Formwork for Wall-35%
3b Formwork for Slab-20%
For Drain Slab 32.50
4 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 (All other type of structures)
Nos. Length(m) Total Unit wt. Qty.
For Drain Slab-LHS
For Drain Slab-RHS 0.00
Dia Approach CD 6.978
12 Slab Main Bars 12mm dia 150 c/c 2 35 1.35 47.25 0.89 84.00
Total Qty 7.37 Tonne 80019.00 590,131.73
5 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
Drain LHS 154 0.10 15.40
Drain RHS 200 0.10 20.00
6 Cable Duct Across the Road ;Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular materialover top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (i) Single row for one utility service
Utility Duct Pipe Across The Road 2 7.50 15.00
Total Rs. 1,968,122.32
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20
Measurement Sheet for RCC Drain
Sl. No Description of Item Nos/Sides Measurement Qty Unit Rate Amount
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24]
Drain at Village limits
Drain-RHS 1 150.00 1.100 0.800 132.00 Drain at approach roads-RHS
2 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 machineries, 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 , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24]
Drain at Village limits
3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].
Nos No. of Bars Length(m) Kg/m Qty.
Drain at Village limits
Walls & Raft-LHS
Distribution bars (8mm dia @ 150mm C/C) 1 12 50.00 0.395 237.00
Nos No. of Bars Length(m) Kg/m Qty.
Walls & Raft - RHS
Distribution bars (8mm dia @ 150mm C/C) 1 12 150.00 0.395 711.00
Total Qty 2.3472 Tonne 69749.00 163,717.13
4 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]
Drain at Village limits
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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-Addendum I, Sl.No. 6 / Pg-112 of PWD SR (Vol. 1) 2023-24]
For Walls-RCC & Formawork
Drain at Village limits
Total Qty 24.00 m3 8398 201,552.00 #REF!
6 Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. [I.No.- 17.12/ Page- 176 of PWD SR (Vol. 2) 2023-24]
Drain Covers 1 150.00 0.80 120.00
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20
Sl. no Description of Item Unit S.R 2023-24 Basic rate Area weightage Final rate (Rs. )
Improvements to Road
1 Clearing and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and tree grith up to 300mm , removal of stumps of trees cut earlier and disposal of unserviceable materials ans stacking of seviceable materials to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness.(ii) by meachanical means using dozer (a) In area of light jungle (SR 2023-24, Page No-9, Item No- 2.5 (ii) (a) ) 100m2 (Vol-3, P.No-9, I.No-2.5(ii)a 393.00 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 m2 (Vol-3, P.No-17, I.No-3.5) 6.00 0.00 6.00
3 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. soil m3 I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 102.00 0.00 102.00
4 Compacting original ground supporting embankment.Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 (Vol-3, P.No-17, I.No-3.7) 105.00 0.00 105.00
5 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (CSR 2023-24, Vol-3, P.No-17, I.No-3.6) m3 (Vol-3, P.No-17, I.No-3.6) 493.00 0.00 493.00
6 By Mix in Place Method 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 For Grading -V Material (CSR 2023-24, Vol-3, P.No-23, I.No-4.3v) m3 ( Vol-3, P.No-23, I.No-4.2.B.v) 2359.00 0.00 2359.00
7 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers withpaver/grader in sub-base / base course on well prepared surfaceand compacting with vibratory roller to achieve the desired density.(SR 2023-24,Vol-3,Page No-26,Item-4.17) m3 (Vol-3, P.No-26, I.No-4.17) 2559.00 0.00 2559.00
8 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 (Vol-3, P.No-149, I.No-16.28) 6639.00 0.00 6639.00
9 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A) m (Vol-3, P.No-144, I.No-16.8b) 25.00 0.00 25.00
10 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] No (Vol-3, P.No-64, I.No-8.6 (iv)) 3591.00 0.00 3591.00
11 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row: Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750 mm dia. [I.No.- 16.15 (c)/ Page- 146 of PWD SR (Vol. 3) 2023-24] m (Vol-3, P.No-146, I.No 16.15(c)) 3335.00 0.00 3335.00
12 Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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.[I.No.-8.8 / Page-65 of PWD SR (Vol. 3) 2023-24] Sqm (Vol-3, P.No-65, I.No-8.8) 9684.00 0.00 9684.00
1 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. soil m3 I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 102.00 0.00 102.00
2 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates m3 I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 5918.00 0.00 5918.00
3 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 I.No.-2.4.2 / Page- 16 of PWD SR (Vol. 1) 6221.00 0.00 0.00 6221.00
3a Formwork for Wall-35% Addendum I (6) Sl.No. 4/Pg-112 6221.00 35% 2177.35 8398.35
4 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 (All other type of structures) Tonne I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 80019.00 0.00 80019.00 #REF!
6 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 m I.No.- 12.2/ Page- 117 (Vol. 3) 239.00 0.00 239.00
7 Cable Duct Across the Road ;Providing and laying of a reinforced cement concrete pipe duct,300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular materialover top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (i) Single row for one utility service m I.No.- 8.29/ Page- 71 (Vol. 3) 2212.00 0.00 2212.00
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40
Sl. Description Unit Qty Rate Amount
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 388.50 102.00 39627.00
2 Compacting original ground supporting embankment-Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 83.25 105.00 8741.25
3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 m3 52.50 493.00 25882.50
4 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 401 401 (B)For Grading -V Material m3 108.75 2359.00 256541.25
5 Wet Mix Macadam (Plant Mix Method):Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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. m3 123.75 2559.00 316676.25
6 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A) #REF! 50.00 25.00 1250.00
7 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 165.00 6639.00 1095435.00
Total Rs. 1,744,153.25
RCC DRAIN & CD WORK
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 290.74 102.00 29655.23
2 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 machineries, 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 , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] m3 35.33 5918.00 209053.35
3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. Tonne 5.64 80019.00 450907.07
4 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 89.90 6221.00 559236.80
5 Formwork for Wall-35% m3 40.19 2177.35 87496.81
6 Formwork for Slab-20% m3 22.92 1244.20 28517.06
7 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. [I.No.- 1.9/ Page- 7 of PWD SR (Vol. 1) 2023-24] m3 39.10 266.00 10400.60
8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [I.No.- 12.2/ Page- 117 of PWD SR (Vol. 3) 2023-24] m 32.25 239.00 7707.75
Total Rs. 1,382,974.66
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40
MEASUREMENT SHEET
Sl.No. Description Sds No. L B D Unit Qty Rate Amount
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] 5382026.34
2 Compacting original ground supporting embankment-Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
4 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 401 401 (B)For Grading -V Material
5 Wet Mix Macadam (Plant Mix Method):Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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. 12.75
6 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A)
7 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.
Total Rs. 1,744,153.25
RCC DRAIN & CD WORK
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] 0.00
2 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 machineries, 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 , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24]
3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24].
Distribution bars (8mm dia @ 200mm C/C) 1 2 11.00 150.00 0.395 1303.50 22
Distribution bars (10mm dia @ 150mm C/C) 1 2 21.00 7.50 0.62 195.30
Slab - Main Bars (12mm dia @ 150mm C/C) 1 2 50.00 1.050 0.89 93.45
Distribution bars (10mm dia @ 150mm C/C) 1 2 21.00 8.00 0.62 208.32 216
Slab - Main Bars (12mm dia @ 150mm C/C) 1 2 54.00 1.050 0.89 100.93 92
4 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24]
For Side Walls 1 2 7.50 0.90 0.150 2.03
For Side Walls 1 2 8.00 0.90 0.150 2.16
5 Formwork for Wall-35%
For Side Walls 1 2 7.50 0.90 0.150 2.03
For Side Walls 1 2 8.00 0.90 0.150 2.16
6 Formwork for Slab-20%
7 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. [I.No.- 1.9/ Page- 7 of PWD SR (Vol. 1) 2023-24]
8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [I.No.- 12.2/ Page- 117 of PWD SR (Vol. 3) 2023-24]
Total Rs. 1,382,974.66
Assistant Executive Engineer, Executive Engineer,
Public Works Department, Public Works Department,
Sub division, Kittur. Belagavi Division, Belagavi.
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40
Sl. No. Description of Items Unit Vol. Page Item No. Basic Rate Add for Formwork Final Rate
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 I 8 1.14.1 102.00 0.00 102.00
2 Compacting original ground supporting embankment-Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. m3 III 17 3.7 105.00 0.00 105.00
3 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 m3 III 17 3.6 493.00 0.00 493.00
4 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 401 401 (B)For Grading -V Material m3 III 23 4.2 B (V) 2359.00 0.00 2359.00
5 Wet Mix Macadam (Plant Mix Method):Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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. m3 III 26 4.17 2559.00 0.00 2559.00
6 Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. b Mechanical Means (CSR 2023-24, Vol-3, P.No-31, I.No-5.1A) m3 III 144 16.8 b 25.00 0.00 25.00
7 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approve fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. m3 III 149 16.28 6639.00 0.00 6639.00
1 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 [I.No.- 1.14.1/ Page- 8 of PWD SR (Vol. 1) 2023-24] m3 I 8 1.14.1 102.00 0.00 102.00 1.14.1/Pg No.8
2 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 machineries, 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 , with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work.[I.No.-2.1.3 / Page- 15 of PWD SR (Vol. 1) 2023-24] m3 I 15 2.1.3 5918.00 0.00 5918.00 2.1.3 / Page- 15
3 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[I.No.-2.11 h / Page- 18 of PWD SR (Vol. 1) 2023-24]. Tonne I 18 2.11h 80019.00 0.00 80019.00 2.11 h / Page- 18
4 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead, lifts, loading, un-loading charges, including cost of all materials, cost of labour, HoM all Machineries, transportation of all materials and machineries to site of work, labour, incidental and equipment charges, etc., complete as per specification and as per the directions of Engineer-incharge for finished item of work. [I.No.-2.4.2 / Page-16 of PWD SR (Vol. 1) 2023-24] m3 I 16-17 2.4.2 6221.00 0.00 6221.00 2.4.2 / Page-16-17
7 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. [I.No.- 1.9/ Page- 7 of PWD SR (Vol. 1) 2023-24] m3 I 7 1.9 266.00 0.00 266.00 2.4.2 / Page-16-17
8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [I.No.- 12.2/ Page- 117 of PWD SR (Vol. 3) 2023-24] m III 117 12.2 239.00 0.00 239.00 1.8 / Page- 7
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
3rd, 4th, 5th Year Maintance Estimate (Measurement)
Sl. no Description of Item Nos Measurement Qty Unit Rate Amount
1 Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete. 9.04 6.15
PWD SR 2023-24 Volume 3 Item No. 17.B.10 ( Page No 161 )
NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road
Avaradi-Shivanur-Nichanaki-NH4 Road
For Three year Mainteance 2% 1323
2 Crack Sealing/Filling using epoxy mortar: Base and hardener of the high strength repair mortar . Epoxy putty shall be mixed using the slow speed heavy duty mixing machine to obtain a uniform mix. The mixed materials shall be placed all along the prepared "V" groove and finished smoothly using the putty blade/ trowel within 30 minutes by using the divers. The finished surface shall be allowed for curing minimum of 24 hours to attain the strength. The item includes the cost of usage charges of all equipment , tools and plants and all labour charges etc 9.04 6.15
PWD SR 2023-24 Volume 3 Item No. 17.B.11 ( Page No 161 )
NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road
Avaradi-Shivanur-Nichanaki-NH4 Road
For Three year Mainteance 2%
TOTAL = 49950.00
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
M.K.Hubli Town Panchayat Limit
EXISTING DETAILS
Annual Maintenance 2025-26 (More than 5 year) Non Feasable Annual Maintenance 2025-26 (Less than 5 year)
Annual Maintenance 2025-26 (More than 5 year) Proposed Reconstruction from Ch. 48.15 to 49.75 Km Annual Maintenance 2025-26 (Less than 5 year)
Ch Length(m) Provisions
Ch. 48.15 to 48.75 Km 600 GSB-200, WMM-250mm, DBM-50mm & BC-30mm
Ch. 48.75 to 48.76 Km 10 Existing Bridge DBM - 50mm, BC - 30mm
Ch. 48.76 to 49.75 Km 990 Subgrade-300, GSB-200, WMM-250mm, DBM-50mm & BC-30mm
Assistant Executive Engineer
PWD, Sub Division Kittur
Ch. 48.15 to 48.75 Km 600.00 GSB-200, WMM-250mm, DBM-50mm & BC-30mm
Ch. 48.75 to 48.76 Km 10.00 Existing Bridge DBM - 50mm, BC - 30mm
Ch. 48.76 to 49.75 Km 990.00 Subgrade-300, GSB-200, WMM-250mm, DBM-50mm & BC-30mm
PAVEMENT DESIGN
P = No of Commertial Vehicles as per last count = 164.0
X = No of years between the last count and the year of completion of Constrn.= 1 Years
r = Annual grouth rate of commercial vehicles. = 5.00%
A = 172.20 Say 173.00 Commercial Vehicles Per Day
1 Iinitial Traffic = A 173 Commercial Vehicles Per Day
2 Traffic Grouth Rate per annum = r 5.00%
3 Design life = n 10 Years
4 Vehicle Damage Factor (VDF) = F 3.90
5 Lane Distribution factor = D 1.00 (For Single lane)
6 Design C.B.R of soil = 5% to 6%
7 Cumult. no of std. axles to be catered for in the design terms of msa = N
7 Total pavement thickness for C.B.R. 5% to 6% and Traffic 3.00 to 4.00 msa as per 4.46
IRC-SP-72-2015 pavement composition from Fig-4 T9 is enclosed saperatly. 4.78
Assistant Executive Engineer, Executive Engineer,
PWD. Sub Divn Kittur PWD. Division Belgaum.
PAVEMENT THICKNESS CHART
Sl. No. Chainage No of C.V.P.D. CBR Avg M.S.A Pavement Thickness as recomonded by IRC SP-72--2015 (in mm) Existing Crust Layer (in mm) Proposed Crust Layer (in mm)
Gr Sub base WBM BM Premix/ OGPC Total Gr Sub base WBM BM SDBC Total GrSub base WBM BM SDBC Total
Assistant Executive Engineer, Executive Engineer,
PWD. Sub Division Kittur PWD. Division Belgaum.
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Existing Road Cross Section
Existing Warn out surface
Assistant Executive Engineer Executive Engineer,
PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
Name of the Work: 1) Improvements to NH4-Dombarakoppa via Mallapur , Chikkanandihalli Road from Km 0.00 to 1.20 and 2) Improvements to Avaradi-Shivanur-Nichanaki-NH4 MDR Km 3.50 to 4.40 in Channamman Kittur Taluk of Belagavi District.
Proposed Asphalt Road Cross Section
Side Shoulder 5.50 Side Shoulder
Proposede BC of 30mm thk
Proposede DBM 50mm thk
Proposed WMM 250mm thk
Proposed GSB 50mm thk
Proposed GSB 150 mm Thk
Subgrade 300mm Thk
Existing Embankment
Assistant Executive Engineer Executive Engineer,
PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
Name of the Work: Improvements Nagaragali Katakol Road (SH-138) from Km 48.15 to 49.75 in Channammana Kittur Taluk of Belagavi District
Proposed Asphalt Road Cross Section
Side Shoulder 5.50 Side Shoulder
Proposede BC of 30mm thk
Proposede DBM 50mm thk
Proposed WMM 250mm thk
Proposed GSB 50mm thk
Proposed GSB 150 mm Thk
Existing Embankment
From Km 48.15 to 49.75
Assistant Executive Engineer Executive Engineer,
PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
Name of the Work: Improvements to Kyarakoppa Village Road from Sindhanur-Hemmadaga (SH-30) in Channammana Kittur Constituency in Belagavi District (One Time Development)
Sl. No. Item No. & Page Volume Particulars Unit Basic Rate Issue Rate of cement Constant of Cement Deduct Cost of cement Present Market rate of cement Add Cost of cement Formwork in % Final Rate
1 3.5 / Page-17 3 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[I.No.-3.5 / Page-17 of PWD SR (Vol. 3) 2023-24] m2 6.00 - 6.00
2 2.5 (ii) a /Pg No.9 3 Clearing and Grubbing Road Land. 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. 2.5 (ii) By Mechanical Means using Dozer (a) In area of light jungle [I.No.-2.5 (ii) a / Page-9 of PWD SR (Vol. 3) 2023-24] 100m2 393.00 6980.00 0.22 -1535.60 5800.00 1276.00 - 393.00
3 3.7 / Page- 17 3 Compacting Original Ground: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.[I.No.-3.7 / Page-17 of PWD SR (Vol. 3) 2023-24 m3 105.00 - - - - - - 105.00
4 4.2 B v/Pg No.23 3 Granular Sub-Base By Mix in Place Method: 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[I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3) 2023-24] m3 2359.00 - 2359.00
5 4.17 /Pg No.26 3 Wet Mix Macadam (Plant mix method): Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 rollerto achieve the desireddensity. [I.No.-4.17 / Page-26 of PWD SR (Vol. 3) 2023-24] m3 2559.00 69857.00 1.05 -73349.85 73000.00 76650.00 - 2559.00
6 5.1 A(i)/Pg No.31 3 Prime Coat over WMM/WBM 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/m2 using mechanical means.[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24] m2 41.00 - - - - - - 41.00
7 5.3 (i) /Pg No.31 3 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom[I.No.-5.3 (i) / Page- 31 of PWD SR (Vol. 3) 2023-24] m2 12.00 - - - - - - 12.00
8 5.8 C / Page- 33 3 Bituminous Macadam Grading - II for traffic <20 MSA: Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 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 [I.No.-5.8 C / Page- 32 of PWD SR (Vol. 3) 2023-24] m3 7661.00 - - - - - - 7661.00
9 5.31 / Page- 43 3 Semi Dense Bituminous Concrete: Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushedbaggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over apreviously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.[I.No.-5.31/ Page- 43 of PWD SR (Vol. 3) 2023-24] m3 10152.00 - - - - - - 10152.00
10 3.6 / Page- 17 3 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [I.No.-3.6 / Page- 17 of PWD SR (Vol. 3) 2023-24] m3 493.00 - 493.00
11 16.8 b / Page- 144 3 Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades,levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. [I.No.-16.8 b / Page- 144 of PWD SR (Vol. 3) 2023-24] m 25.00 - 25.00
12 16.15 c / Page- 146 1 Providing and Laying Reinforced Cement Concrete PipeNP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. 750mm dia [I.No.-16.15 c/ Page- 146 of PWD SR (Vol. 3) 2023-24] m 3335.00 - 3335.00
13 8.6 (iv) / Page- 64 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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:67:2012. 60 cm equilateral triangle[I.No.-8.6 (iv) / Page- 64 of PWD SR (Vol. 3) 2023-24] Each 3604.00 - - - - - - 3604.00
14 8.6 (x) / Page- 65 3 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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:67:2012. 80 mm x 60 mm rectangular[I.No.-8.6 (x) / Page- 65 of PWD SR (Vol. 3) 2023-24] Each 5505.00 - 5505.00
15 8.7 / Page-65 3 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.[I.No.-8.7 / Page-65 of PWD SR (Vol. 3) 2023-24] m2 9010.00 - 9010.00
16 8.15 / Page-67 3 Road Marking with Hot Applied Thermoplastic Compound 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. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24] m2 530.00 - - - - - - 530.00
17 8.43 / Page-74 3 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24] No. 365.00 - - - - - - 365.00
Cheluvyanatti Malenatti Attiwad
Carriageway 3.75m Existing Road Proposed CC Road 4m width Proposed Asphalt Road 2.093
Length=0.857 km L=50m Length=2.093 km
Assistant Executive Engineer Executive Engineer,
PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
Financial Year Total value of Civil Engineering works executed and payments received in the last five years (in Rs. lac)
Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification
Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon Actual date of completion Remarks (appreciation letter received for early completion or reasons, if there is delay in completion)
Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification
Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20
Year Name of Work Name of Employer Quantity of work performed Remarks(Indicate contract reference)
Earth work excavation in Cum Plain Cement Concrete (in Cum) Reinforced Cement Concrete (in Cum) Stone Masonry (in Cum) Brick Masonry (in Cum) Steel (in Qtl) Finishinh Items (in Sqm)
Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.
Note : Documents shall be attested by the Notary or Government Gazetted
FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY
has executed/ is executing(strike off which ever is not applicable) the work of .............................................
in this Organisation. The details of the work is as under:
1 Name of the Project :
2 Name of the Work :
3 Contract Amount :
4 Date of signing the Agreement :
5 Date of handing over of the Site :
6 Progress * : 2019
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2020
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2021
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2022
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2023
January February March April May June July August September October November December
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
Progress * : 2024
January February March
Earth work excavation Physical in cum :
Financial in lac :
Plain Cement Concrete Physical in Cum :
Financial in lac :
Reinforced Cement Concrete Physical in cum :
Financial in lac :
Brick Masonry Physical in Cum :
Financial in lac :
Steel Physical is Qtl :
Financial in lac :
Finishinh Items Physical in Sqm :
Financial in lac :
Financial in lac :
7 Stipulated Period of Completion (including monsoon)
8 Prescribed Date of completion
9 Actual Date of Completion/ Probable Date of Completion
10 Cost of balance work (if work is in progress) :
11 Reasons if any for delay in completion, if work completion is delayed :
12 Penalty if any imposed :
13 Any other information :
* Monthwise progress shall be furnished seperately.
Date: (Authorised Signatory)
Address for correspondence:
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification
Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3
Names of Works Item of Work Names of Employers 2019 Remarks (Indicate contract reference)
January February march April May June July August September October November December
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Earthworks in cum Physical
Plain Cement Concrete (in Cum) Physical
Reinforced Cement Concrete (in Cum) Physical
Stone Masonry (in Cum) Physical
Brick Masonry (in Cum) Physical
Steel (in Qtl) Physical
Finishinh Items (in Sqm) Physical
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.
Information on works which are yet to be completed.
(EXISTING COMMITMENTS AND ON-GOING WORKS)
Project Name Name & Address of the Employer Name of Work Contract Number Value of contract Rs. Lakhs Date of Markout /Date of Handing over of site Specified period of completion (including/excluding Monsoon cost of balance works remaining Rs. in lac Probable date of completion
Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority
Note : Documents shall be attested by the Notary or Government Gazetted.
Information of the works for which Tender acceptance letters are received.
Project Name Name & Address of the Employer Name of Work Tendered Amount in Rs lac Specified period of completion (including/excluding Monsoon Probable Date of Handing over of site
Attach letters of Acceptance received.
Note : Documents shall be attested by the Notary or Government Gazetted.
Information of the works for which Tenderer has submitted Tender.
Project Name Name & Address of the Employer Name of Work Amount put to Tender in Rs lac. Specified period of completion (including/excluding Monsoon Prescribed last date of submission of tender Probable date of decision on the Tender Remarks if any.
List of Machineries Required
Item of Equipment Requirement Owned/ Hired/Leased Owned/ Hired/Lease and available Remarks
No. Capacity Number/Capacity Age/ Condition
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.
BANKER’S CERTIFICATE
This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract
Name of the Bank, Senior Bank Manger
Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.
Information on litigation in which the Tenderer is involved:
Other Party/Parties Employer Details of Dispute Amount involved Remarks showing Present Status
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government notification bc loc letter to be issued by the bank.pdf
Others - LOC • 1.73 MB
Govt Circular Regarding debarring of contractors under KTPP Act and Rules.pdf
Others - KTPP Rules • 0.10 MB
dombarakoppa and avaradi road estimate.xlsx
Others - DETAILED ESTIMATE • 4.39 MB
royalty go.zip
Others - royalty GO • 0.07 MB
Forms of bid qualification information two cover 2026-27.xls
Others - NIT Formats • 0.12 MB
star rate go.zip
Others - star rates GO • 0.05 MB
Bid doc kw4 37076.docx
Tender Document • 1.32 MB
kmmcr.zip
Others - KMMCR • 0.33 MB
roads bridges specifications.zip
Others - roads bridges specifications • 0.37 MB
appeal go.pdf
Others - appeal GO • 0.93 MB
bg_emd.jpg
Others - BG EMD • 0.24 MB
Govt Circular Agreement Format FD756EXP-12-2024-Dtd-08-10-2024.pdf
Others - Agreement GO • 2.38 MB
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