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Tender Value
₹3.2 Cr
EMD Value
₹4.7 L
Closing Date
15 Sept 2026, 10:00 pm
Public Works Department
Pravin R Hulji
08312467103
8312467103
IMPROVEMENT TO NAGARAGALI-KATAKOL (S.H-138) FROM KM 73.55 TO 77.00 SELECTED REACHES IN KITTUR CONSTITUENCY OF BAILHONGAL TALUK, BELAGAVI DISTRICT.
PWD/2026-27/RD/WORK_INDENT37618
PWD/2026-27/RD/WORK_INDENT37618
Open
Roads
Two Tender Document System(Two Cover)
PWD Division Office Belagavi
11 documents required · 11 mandatory
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22, 2022-23 ,2023-24, 2024-25 and 2025-26 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 632.98 Lakhs
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 work such as Improvements of Road work of value not less than Rs. 158.25 Lakhs
Each Tenderer should further demonstrate: liquid assets and/or availability of credit facilities of not less than Rs.158.25 Lakhs lakhs Credit lines/letter of credit/ certificates from the banks for meeting the fund requirement etc
To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e., 2021-22 ,2022-23, 2023-24 2024-25 and 2025-26 executed the following minimum quantities of Earthwork excavation in foundation/ Embankment/Subgrade & Earthen shoulder 6967.00 Cum,GSB 1723.00 Cum, WMM 2065.00 Cum, Asphalting Works (BM/DBM/SDBC/BC) 661.00Cum
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) A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 price level) taking into account the completed as well as works in progress. 0.5 Year where B equal to Value at 2026-27price level, of existing commitments and on-going works to be completed during the next 0.5 Year form the probable date of Award of this contract.
Assessed Tender Capacity shall be more than the Tendered Amount
Availability by owning at least 50 % of the required /specified key and critical equipment for this work: & b) the remaining 50 % can be deployed on lease / hire basis for all works provided, the relevant documents ( commitment agreements etc.,) for availability for this work are to be furnished. Excavator (Hydraulic Excavator/Backhoe Loader) Hired 1 Nos., Tipper Own 2 Nos. - Hired 2 Nos., Road Grader/Motor Grader Hired 1 No., Hot Mix Plant(40/60 TPH) Own 1 No., Pug Mill (Wet Mix Plant) Hired 1 No., Mechanical Paver Finisher Own 1 No., Vibratory Road Roller Own 1 No., Vehicle Mounted (Tank) Mechanical Sprayer - Hired 1 No., and Water Tanker Hired 1 Nos.
The EMD of Rs. 4,74,800.00 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. 3,74,800.00 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.
Report on the financial standing of the Tenderer, such as profit and loss statements and auditors report for the last five years.
Name and Address Telephone Nos. Fax Nos. and email ID of the Tenderers Bankers
The proposed methodology and program of construction, backed with equipment planning and deployment duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion
Unique Document Identification Number (UDIN) for Practicing Chartered Account is Preffered
Information of the works for which Tender acceptance letters are received.
Information on litigation in which the Tenderer is involved:
The tenderer should be a KPWD registered Class-II and Above Contractor
₹5,000
₹4.7 L
13 Aug 2026
13 Aug 2026
16 Sept 2026
11 Sept 2026
14 Aug 2026
Volume Report Between Ground level and Formation level
Sl. Section Previous Cutting Volume Filling Volume
No. From Section Difference Width Area Previous Average Volume Area Previous Average Volume
Sq. Mtrs Area Sq. Mtrs Cubic Meters Sq. Mtrs Area Sq. Mtrs Cubic Meters
Tripozoidal Rule's
L – Distance in meters
A1 and A2 – area in Square meters
WORKING BAR CHART OF
ROAD CATEGORY : SH SUBDIVISION : BAILHONGAL DIVISION : BELAGAVI CIRCLE : BELAGAVI
Carriage Way Width 5.50 m Maintenance Lentgh Maintenance Lentgh
3.75 m Damaged 3.75m Earthen Road Damaged 3.75m BT Surface
Carriage Way Width 5.50m GSB-200mm WMM-250mm DBM-50mm BC-30mm GSB-200mm(For Box Cut Portion), WMM-250mm, DBM-50mm, BC-30mm Maintenance Lentgh
Assistant Executive Engineer Executive Engineer Executive Engineer
PWD, Sub Division Bailhongal PWD, Division Belagavi PWD, Division Belagavi
HUBALLI ELECTRICITY SUPPLY COMPANY LIMITED
Estimate for Shifting of Existing 63KVA Village DTC, HT and LT Poles in Various location of Yaraguddi Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)
DOUBLE pole distribution Transformer Structure Material
SL. No Particulars Unit Qty Material cost Labour Cost
Rate Amt Rate Amt
Sl. No Particulars Unit Qty Material cost Labour Cost
Rate Over Head Charges 10% Contractor Profit 10% Final Rate Amt Rate Over Head Charges 10% Contractor Profit 10% Final Rate Amt
1 DP Transformer Structure using RCC Pole - 9 Mtr Long, 145 Kg WL Set 1 26558 2655.8 2655.8 31869.6 31869.6 6221 622.1 622.1 7465.2 7465.2
2 11KVA ,5KN Polymeric Pin Insulators No 3 196 19.6 19.6 235.2 705.6 0 0 0 0 0
3 11KVA, 45KN Polymeric Disc insulators No 3 178 17.8 17.8 213.6 640.8 0 0 0 0 0
4 Guy Set Complete with No. 15 Strain Insulator Set 3 965 96.5 96.5 1158 3474 529 52.9 52.9 634.8 1904.4
5 R&R of 11kV/433V, 63 kVA, 3 Phase, 50 Cys Distribution Transformer BEE - 4 Star Rated with Oil No 1 0 0 0 0 0 1062 106.2 106.2 2421.36 2421.36
6 Earthing materials pipe type for grounding (Single electrode with accessories) Set 3 1482 148.2 148.2 1778.4 5335.2 842 84.2 84.2 1010.4 3031.2
8 Anti Climbing Device (12 Mtr GI Barbed Wire) Each 2 74 7.4 7.4 88.8 177.6 37 3.7 3.7 44.4 88.8
9 Guy concreting with Boulders, Mud and Sand No 3 151 15.1 15.1 181.2 543.6 64 6.4 6.4 76.8 230.4
12 11 kV Lightning Arrester, Metal oxide,10 kV, 5 kA Polymeric Type with ground disconnector Set (3Nos) 1 5205 520.5 520.5 6246 6246 106 10.6 10.6 127.2 127.2
Total Cost (Material) 73005.36 18183.36
Asst.Executive Engineer(Ele) Section officer(Ele)
O&M Sub Division HESCOM Bailhongal O&M Section HESCOM Sampagaon
HUBALLI ELECTRICITY SUPPLY COMPANY LIMITED
Estimate for Shifting of Existing 63KVA Village DTC, HT and LT Poles in Various location of Yaraguddi Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)
HT and LT Line Material
SL. No Particulars Unit Qty Material cost Labour Cost
Rate Over Head Charges 10% Contractor Profit 10% Final Rate Amt Rate Over Head Charges 10% Contractor Profit 10% Final Rate Amt
4 2 Pin cross arms with bolts, nuts for PSC pole (for Stud poles) Set 8 215 22 22 258 2064.00 143 14 14 172 1372.80
7 11kV, Horizontal cross arms with clamps,HTST Supports, bolts,nuts and washers for RCC poles Set 5 521 52 52 625 3126.00 228 23 23 274 1368.00
8 11kV, Horizontal cross arms with clamps,HTST Supports, bolts,nuts and washers for PSCC poles Set 7 518 52 52 622 4351.20 228 23 23 274 1915.20
9 11 kV, 5KN Polymeric Pin insulators No 21 196 20 20 235 4939.20 0 0 0 0 0.00
10 11kV, 45 kN Polymeric insulators No 15 178 18 18 214 3204.00 0 0 0 0 0.00
11 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for RCC Pole - 8 Mtr Long, 115 Kg WL Set 12 342 34 34 410 4924.80 143 14 14 172 2059.20
12 LT 4 Pin Cross Arm with clamps, bolts, nuts and washers for PSCC Pole - 8 Mtr Long, 200 Kg WL Set 10 339 34 34 407 4068.00 143 14 14 172 1716.00
13 1.1 kV Pin Insulator with GI Pin No 40 55 6 6 66 2640.00 0 0 0 0 0.00 40
14 No. 8 Strain Insulator No 35 22 2 2 26 924.00 0 0 0 0 0.00
15 Guy Set Complete with No.8 Strain Insulator Set 2 938 94 94 1126 2251.20 529 53 53 635 1269.60
16 Guy concreting with Boulders, Mud and Sand No 2 151 15 15 181 362.40 64 6 6 77 153.60
19 Spiral Earth Electrode No 19 199 20 20 239 4537.20 83 8 8 100 1892.40
22 R & R of Weasel ACSR Conductor km 1.650 0 0 0 0 0.00 3885 389 389 8858 14615.37
23 R & R of Rabbit ACSR Conductor km 1.250 0 0 0 0 0.00 2833 283 283 6459 8074.05
Asst.Executive Engineer(Ele) Section officer(Ele)
O&M Sub Division HESCOM Bailhongal O&M Section HESCOM Sampagaon
HUBALLI ELECTRICITY SUPPLY COMPANY LIMITED
Estimate for Shifting of Existing 63KVA Village DTC, HT and LT Poles in Various location of Yaraguddi Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)
Sl.No Particulars
1 Name of the Section Sampagaon
2 Name of the Sub Division Bailhongal
3 Name of the Division Bailhongal
4 Location of the installation Yaraguddi
6 Type Of work Self Execution
Self Execution Works
Sl. No Particulars Amount In Rs
1 Material Cost(Exclusive of GST) 324808.92
2 Labour Cost(Exclusive of GST) 112442.82
3 Area Specific Loading wherever applicable on Sl no 2. 0.00
6 Cost of Estimate in Rs.(Amount put to tender) Sum of Sl no 1 to 5 437251.74
8 Statutory Charges as per actuals (Inspectorate Charges, Civic body charges etc.) 8500.00
9 Total Cost of Estimate in Rs.Sum of Sl No 6 to 8 524457.05
HESCOM - 5% Supervision charges
1 5% Supervision chargeson Total Estimation Cost 26222.85
2 18% GST On Sl.No 1 4720.11
Total Supervision charges 30942.97
This an estimate of 524457.05
Estimate for Shifting of Existing 63KVA Village DTC, HT and LT Poles in Various location of Yaraguddi Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution)
The Proposed Works Comes on 11KV F2 Sampagaon NJT Feeder, Fed from 33/11KV Muss Sampgaoan Station, having Installed Capacity 2*5MVA. It is proposed to shift the existing HT and LT poles located within the village limits. The shifting estimate has been prepared based on the request received from the PWD, Bailhongal Sub-Division, for the execution of road development works. The proposed shifting is necessary to maintain the statutory electrical safety clearances, avoid road crossings, and provide adequate height clearance over the developed road developement woks Makes Estimate is prepared by using CSR in most economical way. All materials and labour charges are mentioned in the estimate. Hence kindly sanction the estimate UNDER SELF EXECUTION at an early date.
Certificate : I have personally visited the spot and prepared the estimate using CSR 2025-26 for most economically and safe way of execution the work
Section Officer (Ele)
O&M Section HESCOM Sampagaon
Certificate : I have personally visited the spot and got prepared the estimate using CSR 2025-26 for most economically and safe way of execution the work
Asst.Executive Engineer(Ele)
O&M Sub Division HESCOM Bailhongal
HUBLI ELECTRICITY SUPPLY COMPANY LIMITED
Estimate for Shifting of Existing 63KVA Village DTC, HT and LT Poles in Various location of Yaraguddi Village, As per the request Submitted by PWD Sub Division Bailhongal, in Sampagaon Section in Bailhongal Sub Division (Under Self Execution) 22
Estimate for De-commissioning of assets
S.NO PERTICULARS UNIT QTY L.RATE Final Rate LABOUR AMOUNT
1 Labour charges for dismantling PSCC Pole -8 Mtr RCC Pole Long, No 19 738.90 886.68 16846.92
2 Double TC Set Set 1 2805.30 3366.36 3366.36
3 11 kV, Horizontal Cross Arm No 8 128.70 154.44 1235.52
Casual Labour charges 23147.64
1 Material Cost (Exclusive of GST) 0.00
2 Labour Charges (Exclusive of GST) 23147.64
3 Area Specific Loading wherever applicable on Sl no 2. 0.00
4 Over Head Charges @10% on Sum of Sl no 1 to 3 0.00
5 Contractor Profit @10% on Sum of Sl no 1 to 3 0.00
6 Cost of Estimate in Rs.(Amount put to tender) Sum of Sl no 1 to 5 23147.64
7 GST @ 18% on Sl no 6 4166.58
8 Statutory Charges as per actuals (Inspectorate Charges, Civic body charges etc.) 0.00
9 Total Cost of Estimate in Rs.Sum of Sl No 6 to 8 27314.22
B) Perticular of the assets to be dismantled : 1 11 kV, Horizontal Cross Arm - 8 Scrap - Returnable to Store
2 4 - Pin "X" arm - 11 - Returnable to Store
3 Double TC Set - 01- Scrap - Returnable to store
1) Year of commissioning of the asset : 2000
2) Month /Year of dismantling : After sanction of the estimate
Date to be furnished by the A/C section
C) Original cost /assed value of the assets to be : dismantled :
1) Written down value of the assets dismantled :
ASST.EXE.ENGINEER(ELE) O&M HESCOM Sub-Division, Bailhongal SECTION OFFICER HESCOM,Sampgaon
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
OFFICE OF THE EXECUTIVE ENGINEER
PW,D BELAGAVI DIVISION, BELAGAVI
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER
PW,P SUB-DIVISION, BAILHONGAL
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
¯ÉPÀÌ ²Ã¶ðPÉ: 2022-23£Éà ¸Á°£À 5054-03-337-0-17-154 gÁdå ºÉzÁÞj gÀ¸ÉÛ PÁªÀÄUÁjUÀ¼ÀÄ-¸ÀÄzsÁgÀuÉ CrAiÀÄ°è (C¥ÉArPïì-E)
ESTIMATE COST : Rs. 7,500,000.00
F O R M P. W. G. 62
(PARAGRAP 130 (a) OF THE KARNATAKA PUBLIC WORKS DEPARTMENTAL CODE)
E S T I M A T E F A C E S H E E T
Division : - PWD Division, Belagavi
Sub-Division : -PWD Sub-Division, Belagavi
Sanctioned Estimate No:
Fund Head :- " 2022-23£Éà ¸Á°£À 5054-03-337-0-17-154 gÁdå ºÉzÁÞj gÀ¸ÉÛ PÁªÀÄUÁjUÀ¼ÀÄ-¸ÀÄzsÁgÀuÉ CrAiÀÄ°è (C¥ÉArPïì-E)
Departmental Head :
This Estimate is framed in the office of the Executive Engineer, PWD.Division, Belagavi and the probable expenses that will be incurred in the
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Administratively Approved under :
Technically sanctioned under :
Estimate prepared by : Shri Nitin Jadhav, Assistant Engineer-2
and checked by Shri V.S.Anikivi, Assistant Executive Engineer
(call or authority)
Assistant Executive Engineer, PWD Sub-Division, Bailhongal
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
(As per Para 133 of K.P.W.D)
Certified that I Shri V.S.Anikivi Assistant Executive Engineer, PWD Sub division have personally visited the spot and prepared the estimate using sanctioned schedule of rates, and providing for the most economical and safe way of executing the work.
Assistant Executive Engineer, PWD Sub-Division, Bailhongal
(As required vide G.O No. PWD SL CMS 96 Dt. 27-06-1991
Certified that sufficient care has been taken while preparing the estimates in respect of the above mentioned work to see that necessary items which are technicaly required for the work in sufficient quantity as per site condition are included while preparing the estimate, and specification of items included are completed and correct
Assistant Executive Engineer, PWD Sub-Division, Bailhongal
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 programme.
Assistant Executive Engineer, PWD Sub-Division, Bailhongal
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
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1) Earth work excavation by Mechanical means
2) Providing and Filling in foundation with granite / trap broken metal
3) Providing and laying in position plain cement concrete -M5
4) Providing and laying in position Reinforced cement concrete-M20
5) Supplying, Fitting and Placing TMT Fe 500 & above
¸ÀzÀj CAzÁdÄ ¥ÀwæPÉAiÀÄ£ÀÄß ¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV.E¯ÁSÉ, 2021-22 £Éà ¸Á°£À (2022-23£Éà ¸Á°UÉ ªÀÄÄAzÀĪÀgÉzÀ) JPÀgÀÆ¥À zÀgÀ ¥ÀnÖAiÀÄAvÉ gÀÆ.75.00 ®PÀëUÀ½UÉ vÀAiÀiÁj¹ ªÀÄAdÆgÁwUÁV DzÀgÀ¥ÀƪÀðPÀªÁV ¸À°è¸À¯ÁVzÉ.
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¯ÉÆÃPÉÆÃ¥ÀAiÉÆÃV E¯ÁSÉ
G¥À «¨sÁUÀ ¨ÉÊ®ºÉÆAUÀ®
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Sl. No. Name of sub Works Amount (In Rs.)
Sub Total 2,193,397.52
Assistant Executive Engineer Executive Engineer
PWD Sub Division, Bailhongal PWD Division, Belagavi
PÁªÀÄUÁjAiÀÄ ºÉ¸ÀgÀÄ : ¨É¼ÀUÁ« £ÀUÀgÀzÀ zÀQët ªÀÄvÀPÉëÃvÀæ ªÁå¦ÛAiÀÄ°è ªÀĺÁ£ÀUÀgÀ ¥Á°PÉ ªÁå¦ÛAiÀÄ°è C£ÀUÉÆüÀ UáæªÀÄzÀ ªÀiÁgÀÄw UÀ°è, ²ªÀ±ÀQÛ£ÀUÀgÀ, ªÀqÀØgÀ UÀ°è. EA¢gÁ £ÀUÀgÀ, PÀ£ÀPÀzÁ¸À PÁ®¤, CA¨ÉÃqÀÌgÀ £ÀUÀgÀ, ªÀĺÁ«ÃgÀ £ÀUÀgÀ UÀ¼À°è Dgï.¹.¹. ZÀgÀAr ¤gÁät ªÀiÁqÀĪÀÅzÀÄ (ªÀĺÁ£ÀUÀgÀ ¥Á°PÉ ZÀgÀAr).
0.125 M20 For Footing
0.15 Boulder filling
Proposed CROSS SECTION OF CC DRAIN
Assistant Executive Engineer Executive Engineer,
PWD Department, Sub-Division.Belgaum. PWD.Dept.Belgaum Dn.Belgaum
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
ESTIMATE FOR RCC DRAINS 0.90 x 0.90m
Slno Description of Items Unit No L(m) B(m) D(m) Quantity Rate Amount Slab Thickness = 0.150 m
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 (PWD SR 2021-22 Pg.No.8 It.No.1.14 Vol-i)
2 Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (PRED RURAL ROAD BGM Circle 2014-15 page no. 77. I. No 11.2(i) ) Sand Filling 0 0 0
2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge.
3 2.1 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 0
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 0
4a Centering for Cement Concrete Drain Walls 35%
Qty as per item no 4 98.18
5 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
For Drain (Total Leangth L= 325.00
Main Bars 10MM Dia @ 200mm C/C Vertical Bar ( U Shape ) 1 1626 2.83 0.62 2847.94 kg 1626
Distrubution Bar 8MM Dia @ 200 mm C/C 1 15 325 0.39 1901.25 20
Distrubution Bar 8MM Dia @ 200 mm C/C 2 241 8 0.39 1500.72 kg 8 9
Total 2193397.52
Assistant Executive Engineer Executive Engineer
PWD Sub Division, Bailhongal PWD Division, Belagavi
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
RATE ANALYSIS 2024-25 FOR RCC DRAINS 0.6 x 0.6
Description of Items. Unit S.R.Rate Basic Rate
Page No. It. No. Volume Total 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 m3 8 1.14.1 I 102.00 102.00
2 Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications of blasting or use of explosives,etc.,complete as per specification and directions of the Engineer-in-Charge. m3 11 1.23 I 2682.00 2682.00
3 2.1 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. 2.1.3 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates m3 15 2.1.3 I 5918.00 5918.00
4 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m3 16 2.3.1 I 6221.00 6221.00
4a Centering for Cement Concrete Drain Walls 35% m3 111 4 I 2177.35 2177.35
5 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 Tonne 18 2.11 h I 80019.00 80019.00
Assistant Executive Engineer Executive Engineer
PWD Sub Division, Bailhongal PWD Division, Belagavi
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
0.1 M20 For Footing
0.1 Boulder filling
Assistant Executive Engineer Executive Engineer,
PWD, Sub-Division.Bailhongal PWD.Dept.Belgaum Dn.Belgaum
GOVERNMENT OF KARNATAKA
PUBLIC WORKS DEPARTMENT
AVERAGE DAILY TRAFFIC SUMMARY, PCUs & VDF
Taluk Name of the Road Length of the Road Considered (in K.M.) Point at which the Survey was conducted (K.M.) Fast Moving Vehicles Slow Moving Vehicles Total Vehicles PCU Vehicle Damage Factor (VDF) Locomotives (Railways) Train Vehicle Unit (TVU) (15 x 25) Plain / Rolling terrain Hilly Terrain
Two Wheeler Auto Rickshaw Car/Jeep/ Taxi Commerecial Vehicles Total Commerecial Vehicles (10 to 17) Total Fast Moving Vehicles Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles Passenger Trains Goods Trains No. of Gate Closers 1 150 1.5 0.5
From To Total Van / Tempo Mini Bus Buses LCV Goods Vehicles (Trucks) Tractor with Trailer 2 1500 3.5 1.5
2 - Axle Rigid ( 6 Tyres) 3 - Axle Rigid ( 10 Tyres) Multi Axle ( more than 10 Tyres) Wooden wheel Rubber tyre 3 >1500 4.5 2.5
ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
CBR Test Results 8.23
Sl No Chainage Length (km) Chainage of Samplling of Soil CBR Value As Per IS 2720-1987 Part 16 Average CBR Remarks 0.6 8.83
1 152.000 km 153.000 km 1.000 Ch : 152.700 km 6.86 6.86 Soaked CBR Value
1 153.000 km 154.000 km 1.000 Ch : 153.400 km 6.71 6.71 Soaked CBR Value
1 154.000 km 155.000 km 1.000 Ch : 154.600 km 6.57 6.57 Soaked CBR Value
1 155.000 km 156.000 km 1.000 Ch : 155.550 km 6.86 6.86 Soaked CBR Value
Assistant Executive Engineer Executive Engineer
PWD Sub Division PWD Division
Bailhongal Belagavi
ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Summary of Average Daily Traffic, PCU's and Indicative VDF on SH-73
Sl. No. Length of the Road Considered (in Kms) Count Station at KM Fast Moving Vehicles Total Fast Moving Vehicles (6 to 16) Slow Moving Vehicles Total Vehicles (17+22) P.C. Units Commercial Vehicles (9 to 16) Indicative Vehicle Damage Factor (VDF)
From To Total Two Wheeler Auto Rikshaw Cars, Vans, & Jeeps Commercial Vehicles Pedal Cycle Cycle Rickshaw Horse Drawn Bullock Cart Total Slow Moving Vehicles (18 to 21b)
Tempos Mini Buses Buses LCV Goods Vehicles Tractors with Trailors
2 Axle Rigid (6 Tyres) 3 Axle Rigid (10 Tyres) Multi Axle (more than 10 Tyres) wooden wheel Rubber Tyre
Recommended PCU Factors for Various type of vehicle on Urban Roads as per IRC 106 : 1990 Table - 1
Vehicle Type Two Wheeler Auto Rikshaw Cars, Vans, & Jeeps Tempos Mini Buses Buses LCV 2 Axle Rigid (6 Tyres) 3 Axle Rigid (10 Tyres) Multi Axle (more than 10 Tyres) Tractors with Trailors Pedal Cycle Cycle Rickshaw Horse Drawn wooden wheel Rubber Tyre
%Commposition of Vehicla type in traffic Stream upto 10% 0.5 1.2 1 1 1.4 2.2 1.4 2.2 2.2 4 4 0.4 1.5 1.5 2 2
%Commposition of Vehicla type in traffic Stream 50.1% 10.9% 10.6% 0.8% 0.6% 1.3% 5.1% 3.2% 4.6% 5.9% 5.8% 0.5% 0.1% 0.0% 0.4% 0.0%
Recommended Design service volume for different Lane Width as per IRC 64 : 1990 Table - 2, 3 and 4
Terrain Curvature Suggested Service Volume in PCU/day
Single Intermediate Two
Plain High (Above 50) 1900 5800 12500
Rolling High (Above 101) 1700 5600 10000
Hily High (Above 201) 1400 4500 5000
Assistant Executive Engineer Executive Engineer
PWD Sub Division PWD Division
Bailhongal Belagavi
Name of Work: Improvements to (Name of Road) (SH/MDR- No ) From Km Ch …….. to ……. Km (Selected reaches) in ……………….. Taluka, ………… District.
Average CBR of Embankment Soil, % 6.86 %
Borrow Soil with CBR % (Assumed) 10 % For the pupose of design limited to 100 Mpa as per Cl. 6.4.2 of IRC 37 2018
Design thickness of SUBGRADE, mm 500 mm Avg Minimum subgrade 500 mm
2. Elastic Properties of Soil
From , IRC37-2018, Clause No 6.2
Elastic Modulus of Soil (MRS) =
Elastic Modulus of embankment soil =
A. Elastic Modulus of Embankment Soil = 60.3615 Mpa
B. Elastic Modulus of Barrowpit Soil = 76.827 Mpa
C. Poison's Ration of both Layers = 0.350
D. Design Single Wheel Load, P = 40000 N as per Cl. 1.1 of IRC 37 2018 standard /Legal Axle Load is 80 kN, Maximum equivalent single wheel Load 40 kN, for Dual wheel Maximum equivalent single wheel Load 20 kN
E. Tyre Contact Pressure = 0.56 Mpa From IRC 37-2018, Cl.3.6.1
F. Radius of Circular Contact Area, a =
3. Using IIT Pave software for Surface Deflection
The surface deflection is found to be, δ = 2.024 mm
For an equivalent Single Layer System, modulus value for single layer which will produce the SURFACE DEFLECTION of _______mm for the Load of 40000 N and poison's ratio of 0.35
G. Modulus of Subgrade (Effective) = -6.3
NOTE: IRC 37-2018, Clause A.2.1.3 restricts the value of the effective modulus of the subgrade that can be used for design to a maximum value of 100 MPa.
G. Modulus of Subgrade (Effective) = 73.2 Mpa
H. Effective CBR = 9.28 % From --------②
Results of IITPAVE Analysis
4. Effective CBR due to existing Metal Base Material
Existing Crust Thickness (Avg) = 450 mm
I. Resilient modulus of Metal layer, MRM = From 7.1, IRC 37-2018
MRM = 228.86 Mpa
H. Effective Sugbrade CBR = 9.28 %
G. Modulus of Subgrade (Effective) = 73.2 Mpa
I. Resilient modulus of Metal layer, MRM = 228.86 Mpa
3. Using IIT Pave software for Surface Deflection
The surface deflection is found to be, δ = 0.8933 mm
For an equivalent Single Layer System, modulus value for single layer which will produce the SURFACE DEFLECTION of _______mm for the Load of 40000 N and poison's ratio of 0.35
J. Modulus of Subgrade (Effective) = -6.3
NOTE: IRC 37-2018, Clause A.2.1.3 restricts the value of the effective modulus of the subgrade that can be used for design to a maximum value of 100 MPa.
J. Modulus of Subgrade (Effective) = 165.9 Mpa
K. Effective CBR = 33.29 % From --------②
Results of IITPAVE Analysis
ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
A) Poison's Ratio of both Layers, µ 0.350
B) Design Single Wheel Load, P 40000 N as per Cl. 1.1 of IRC 37 2018 standard /Legal Axle Load is 80 kN, Maximum equivalent single wheel Load 40 kN, for Dual wheel Maximum equivalent single wheel Load 20 kN
C) Tyre Contact Pressure, p 0.56 Mpa From IRC 37-2018, Cl.3.6.1
D) Radius of Circular Contact Area, a = √{P/(p x π)} 150.76 mm
Resilient modulus of subgrade soil MRS = 10.0 x CBR for CBR ≤ 5 %, Equation 6.1 of IRC 37 2018 Col. 6, Col. 9 and Col 14 in Table given Below
17.6 x (CBR)0.64 for CBR > 5 %, Equation 6.2 of IRC 37 2019
Resilient modulus of Metal layer MRGRAN = 0.20 x (h)0.45 x MRsupport Equation 7.1 of IRC 37 2018 Col.11 in Table given Below
Resilient modulus (Effective) MRS = 2 (1−µ2) p a Col.13 in Table given Below
Sl. No Chainage Embankment Soil Design thickness of subgrade in mm Borrow Soil Existing Metal Crust Surface deflection from IITPAVE δ (mm) Resilient modulus (Effective) Effective CBR Remarks
From To Length (km) Average CBR Resilient modulus of subgrade soil MRS (Mpa) CBR Resilient modulus of subgrade soil MRS (Mpa) Depth (mm) Resilient modulus of Metal layer, MRM
1 152.000 km 153.000 km 1.000 6.86% 60.36 500 10.00% 76.83 100 - 2.024 73.20 9 Image 1 - Showing the Value of δ (mm) obtained from IITPAVE
2 153.000 km 154.000 km 1.000 6.71% 59.51 500 10.00% 76.83 100 - 2.03 72.99 9 Image 2 - Showing the Value of δ (mm) obtained from IITPAVE
3 154.000 km 155.000 km 1.000 6.57% 58.72 500 10.00% 76.83 100 - 2.036 72.77 9 Image 3 - Showing the Value of δ (mm) obtained from IITPAVE
4 155.000 km 156.000 km 1.000 6.86% 60.36 500 10.00% 76.83 100 - 2.024 73.20 9 Image 4 - Showing the Value of δ (mm) obtained from IITPAVE
Assistant Executive Engineer Executive Engineer
PWD Sub Division PWD Division
Bailhongal Belagavi
ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
1 Assume trail Thicknness
Total (h) = 530 mm
2 Modulus of Subgrade
Msupport = 73.21 Mpa
3 Design Traffic
4 Resilient Modulus of Granular layer
MRGRAN = 0.2 x h(0.45) x Msupport Eq. 7.1 of IRC 37 - 2018
MRGRAN = 228.86 Mpa
5 Check for Performance Criteria
a) Check for subgrade rutting Criteria Ref Eq 3.1 and 3.2 of IRC 37 -2018
Adopt if Design Traffic is <20 msa NR = 4.1656 x 10-08 [1/εv] 4.5337 (for 80 % reliability)
Adopt if Design Traffic is >20 msa NR = 1.4100 x 10-08 [1/εv] 4.5338 (for 90 % reliability)
Where, NR = subgrade rutting life (cumulative equivalent number of 80 kN standard axle loads that can be served by the pavement before the critical rut depth of 20 mm or more occurs)
εv = vertical compressive strain at the top of the subgrade calculated using linearelastic layered theory by applying standard axle load at the surface of the selected pavement system
Since Design Traffic is >20 msa, Adopting 90% reliability
b) Check for Fatigue cracking criteria for bituminous layer Ref Eq 3.3 and 3.4 of IRC 37 -2018
Adopt if Design Traffic is <20 msa Nf = 1.6064 x C x 10-04 x [1/εt] 3.89 x [1/MRm] 0.854 (for 80 % reliability)
Adopt if Design Traffic is >20 msa Nf = 0.5161 x C x 10-04 x [1/εt] 3.89 x [1/MRm] 0.854 (for 90 % reliability)
Where, Nf = fatigue life of bituminous layer (cumulative equivalent number of 80 kN standardaxle loads that can be served by the pavement before the critical cracked area of 20 % or more of paved surface area occurs)
εt = maximum horizontal tensile strain at the bottom of the bottom bituminous layer (DBM) calculated using linear elastic layered theory by applying standard axle load at the surface of the selected pavement system
Va = per cent volume of air void in the mix used in the bottom bituminous layer
Vbe = per cent volume of effective bitumen in the mix used in the bottom bituminous layer
MRm = resilient modulus (MPa) of the bituminous mix used in the bottom bituminous layer, selected as per the recommendations made in these guidelines.
C = adjustment factor used to account for the effect of variation in the mix volumetric parameters (effective binder volume and air void content) on the fatigue life of bituminous mixes
Va + Vbe Vbe = 11.5%
Since Design Traffic is >20 msa, Adopting 90% reliability
C) Analysis of Pavement using IITPAVE Layer Elastic Moduli Depth
Bituminous 2000 Mpa 80 mm
Granular 228.86 Mpa 450 mm
Subgrade 73.21 Mpa
εv 0.000259 < Allowable Vertical compressive Strain (0.000301) - Hence Safe
εt 0.000274 > Horizontal Tensile Strain (0.000152) - Design is unsafe wrt Vertical Compressive Strain
Fig 9.1 Design Catalogue
DESIGN OF FLEXIBLE PAVEMENT
Sl. No Particulars
1 No of Lane = Intermediate lane Intermediate lane Single Intermediate Two Four
2 Divided/Undivided = Undivided Carriageway Undivided Carriageway Undivided Divided
3 Initial Traffic (P) = 540 cvpd 540 cvpd
4 Construction Period (x) = 1 Years 1 Years
5 Traffic Growth rate per annum ( r) = 5.00 % 5.00 % 5 7.5 Shall not be less than 5%, As per IRC 37 2018 and 108
6 Design life (n) = 20 years 5 years Cl. 4.3.1 of IRC 37 2018
7 Vehicle Damage Factor (v) = 3.90 3.90
8 Type of Terrain (Rolling/Plain/Hilly) = plain plain Rolling plain Hilly
Traffic at the end of construction A = P(1+r)X
A = 567.00 cvpd
Table2 : Where sufficient information on axle loads are not available Table 2 may be used
Initial Traffic Volume in terms of Commercial Vehicles per day Terrain
Rolling/Plain Hilly
III. CUMULATIVE AXLE WHEEL LOAD :
N = 365 x [(1+r)n-1] x A x V x D A = 567 cvpd 567 cvpd
n = 20 years 5 years
N = 20.02 msa 3.34 msa
Design Traffic for stage-1 shall be taken as 1.67 times the design traffic estimated = 5.59 msa
N = 21.00 msa 6.00 msa
Note : For roads with Design traffic greater than 50 msa the actual optimal requirement of layer thicknesses shall be evolved based on detailed analysis using IITPAVE software.
Assistant Executive Engineer Executive Engineer
PWD Sub Division PWD Division
Bailhongal Belagavi
IRC 37-2018 PLATES
As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period)
MSA 21.00 CBR 9 MSA 6.00 CBR 6.00
Interpolation Interpolation
MSA Sub Base Base Binder Wearing Course MSA Sub Base Base Binder Wearing Course
As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period)
MSA 21.00 CBR 9 MSA #REF! CBR 6.00
Interpolation Interpolation
MSA Sub Base Base Binder Wearing Course MSA Sub Base Base Binder Wearing Course
As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period)
MSA 21.00 CBR #REF! MSA #REF! CBR #REF!
Interpolation Interpolation
MSA Sub Base Base Binder Wearing Course MSA Sub Base Base Binder Wearing Course
MSA Sub Base Base Binder Wearing Course
ಕಾಮಗಾರಿಯ ಹೆಸರು:-ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Computation of required Pavement layer thickness as per IRC 37 2018
Sl. No Chainage Exisitng Embankment CBR % Borrow CBR % Effective CBR % As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period) Existing Pavement Details Pavement Details Proposed
From To Length KM Sub Grade Sub Base Base DBM BC Total Thickness
MSA Sub Grade Sub Base Base Bituminous Layer Wearing Course Total Thickness MSA Sub Base Base Bituminous Layer Wearing Course Total Thickness Sub Grade CW Base CW Bituminous Layer Total Thickness
Assistant Executive Engineer Executive Engineer
PWD Sub Division PWD Division
Bailhongal Belagavi
MSA Sub Base Base Binder Wearing Course
Computation of required Pavement layer thickness as per IRC 37 2018
Sl. No Chainage Effective CBR As per IRC 37 2018 (For full Design Period) As per IRC 37 2018 (For Stage Construction Period) Existing Pavement Details Pavement Details Proposed - Centre
From To Length MSA IRC Plate No Sub Base Base Bituminous Layer Wearing Course Total Thickness MSA IRC Plate No Sub Base Base Bituminous Layer Wearing Course Total Thickness Sub Base Base Bituminous Layer Total Thickness Sub Base Base Binder Wearing Course Total Thickness
BANASHRI CONSULTANCY SERVICES, DHARWAD
STATE HIGHWAY DEVELOPMENT PROJECT PHASE-4 STAGE-2
FLEXIBLE PAVEMENT DESIGN
PAVEMENT DESIGN DETAILS
Name of Work: Improvements to MDR from Yallamma Temple to SH-34 Joining Road, From Km Ch 0.00 to 2.00 Km in Savadatti Taluka, Belagavi District.
Sl No. FACTOR AS PER DATA REMARKS
From Km Ch . 0.00 to Km Ch. 2.00 1 CBR (Avg) #REF!
1. Traffic Data
2 Effective CBR 8.00
1 No of Lane 2 Lane
2 Divided/Undivided Undivided Carriageway 3 MSA 50.00
3 Initial Traffic (P) 3909
4 Construction Period (x) 1
5 Traffic Growth Rate per annum ® 7.5% Shall not be less than 5%, As per IRC 37 2018 and 108
6 Design Life (n) 20 years Cl. 4.3.1 of IRC 37 2018
7 Vehicle Damage Factor (v) 5 AS per IRC SP-37-2018, PLATE No 07
8 Type of Terrain (Rolling/Plain/Hilly) Plain
9 Design CBR 10% Bituminios Concrete (in mm) 40
Dense Bituminous Macadam (in mm) 100
Wet Mix Macadam (in mm) 250
Granular Sub Base(in mm) 200
Traffic at the end of construction ( After Base Period)A= Total 590
Subgrade (in mm) 0
4309.67 Total Thickness (mm) 590
2. Vehicle Damage Factor Values (F)
Initial (Two-Way) Traffic Volume in Terms of Commercial Vehicles Per Day Terrain If Stage Construction is Considered for Top Layers,
Rolling/Plain Hilly Design Period for Bitumen Layers = 5 Years
150-1500 3.9 1.7 Million Standerd Axel
More than 1500 5.0 2.8
A = Traffic at the end of construction 4309.67
D = Lane Distribution Factor 0.75
3. Design of Traffic F = Vehicle Damage Factor 5
n = Design Life ( Years) 5.0
r = Rate of Growth of Traffice 7.5%
Million Standerd Axel MSA, N = 21.73
For Fatigue Analysis, consider 60% more traffic 36.29
Where, Say, N = 20.00
A = Traffic at the end of construction 4309.67
D = Lane Distribution Factor 0.75
F = Vehicle Damage Factor 5.0
n = Design Life ( Years) 20.0
r = Rate of Growth of Traffice 5% PAVEMENT DESIGN DETAILS
Sl No. FACTOR AS PER DATA REMARKS
1 CBR (Avg) #REF!
Say, N = 50.00 MSA
2 Effective CBR 33.00
AS per IRC SP-37-2018, PLATE No 7 PROPOSED PAVEMENT COMPOSITION
Bituminios Concrete (in mm) 40 Bituminios Concrete
Dense Bituminous Macadam (in mm) 70 Dense Bituminous Macadam
Wet Mix Macadam (in mm) 250 Wet Mix Macadam
Granular Sub Base (in mm) 200 Granular Sub Base Since 100mm Metal Base is available at site
Total (in mm) 560 Total 0
Subgrade (in mm) 0 Subgrade 0
Total Thickness (mm) 560 Total Thickness (mm) 0
CRUST COMPOSITION OF PAVEMENT DESIGN
Considering CBR value for design 8%
Considering MSA as
Cumulative traffic (msa) Total pavement thickness (mm) Pavement composition
Bituminous surfacing Granular sub base Base
BC(mm) DBM (mm) WMM (mm) GSB (mm)
#REF! #REF! #REF! #REF! #REF! #REF!
Econamically proposed pavement composition is as follows: as per IRC 200 mm GSB and 250 MM WMM is considered. And bituminous layers by considering 60 mm DBM & 40 mm BC. 550 40 mm Bituminous Concrete 60 mm Dense Bituminous macadum 250 mm WMM 200 mm GSB
Assistant Engineer Assistant Executive Engineer Executive Engineer
National Highway Sub Division National Highway Division
Mysuru Bengaluru
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
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For Road For CD
1) Earth work excavation 5) WMM 9). Earth work 4.396
2) Embankment 6) BM 10). PCC and RCC M20
3) Sub grade 7) SDBC 11) TMT steel fe 550
4) GSB G-V 8) Road Furnitures 12) 900 dia NP3 pipe
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ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Estimate (Abstract)
Sl. no Description of Item Qty Unit Rate Amount
25 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,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 #REF! Cum #REF! #REF!
26 Providing and laying in position plain cement oncrete 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 ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates #REF! Cum #REF! #REF!
27 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates #REF! Cum #REF! #REF!
28 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head #REF! Cum #REF! #REF!
29 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates #REF! Cum #REF! #REF!
30 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head #REF! Cum #REF! #REF!
31 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates #REF! Cum #REF! #REF!
32 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head #REF! Cum #REF! #REF!
33 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200 #REF! T #REF! #REF!
34 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification #REF! Cum #REF! #REF!
35 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704 #REF! Cum #REF! #REF!
36 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material #REF! Cum #REF! #REF!
37 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. #REF! Cum #REF! #REF!
38 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 #REF! Rmt #REF! #REF!
39 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. #REF! Rmt #REF! #REF!
40 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders #REF! cum #REF! #REF!
Maintainence of road for 3rd ,4th and 5th Year
1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. 1.811 per Km 36230.00 65612.53
2 Road Maintenance for 4th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. 1.811 per Km 64240.00 116338.64
3 Road Maintenance for 5th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. 1.811 per Km 87690.00 158806.59
Assistant Executive Engineer Executive Engineer, PWD Division Belagavi.
PWD, Sub-Division.Bailhongal
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Estimate (Measurement)
Sl. no Description of Item Nos Measurement Qty Unit
Maintainence of road for 3rd ,4th and 5th Year
1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance.
2 Road Maintenance for 4th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance.
3 Road Maintenance for 5th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance.
Assistant Executive Engineer Executive Engineer, PWD Division Belagavi.
PWD, Sub-Division.Bailhongal
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
S.No Material Unit
1 Bitumen 60/70 Bulk /Tonne Bitumen 80/100 Bulk 29760.00 35067.00 5307.00
2 Bitumen 80/100 Bulk /Tonne Bitumen 60/70 Bulk 30888.00 36078.00 5190.00
3 Bitumen Emulsion /Tonne
S. No Description of item Unit UNI S.R. 2021-22 Rate as per S.R. Total Total Rate (Rs.)
1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Ref. to MoRT&H Spec-201- (iii) By Mechanical Means using Motor Grader (a) In area light jungle Ha 7 2.6 139983.00 #REF! #REF!
2 Construction of unlined surface drains of average cross sectional 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 M 132 20.8.B 18.10 #REF! #REF!
3 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.- In all kinds of soils upto 300 mm depth Cum 143 1.12 65.00 #REF! #REF!
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. Ref MORTH Specification No. 305.4.3 sqm 16 3.5 4.00 #REF! #REF!
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. Ref MORTH Specifica tion No.305 Cum 16 3.6 413.00 #REF! #REF!
5 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Clause 401 of MORTH V Revision. (B) By Mix in Place Method (V) For Grading -V Material Cum 20 4.2 2234.00 #REF! #REF!
6 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. MORTH Specification No.406. (A) Wet Mix Macadam (Plant mix method) Cum 24 4.27 2394.00 #REF! #REF!
7 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.MORTH Specifications No.502 (A) (i) Prime Coat over WMM/WBM sqm 29 5.1 42.00 #REF! #REF!
8 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom-Tack coat on Bituminous surface sqm 145 21.a.3 13.00 #REF! #REF!
Providing and applying tack coat with VG-10 itumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom sqm 145 21.A.5 13.00 #REF! #REF!
9 Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant batch type 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 Ref MORTH Specification No. - 504 (ii) Bituminous Macadam Grading - II for traffic <20 MSA (C) Cum 32 5.8 (C) 7525.00 #REF! #REF!
10 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Cum 145 21.A.1 9990.00 #REF! #REF!
11 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x3mm 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. MORTH Specification No.801 (A) Retro-Reflectorised Traffic Signs (ii) 90cm equilaterial triangle No 53 8.5 4599.00 #REF! #REF!
12 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. MORTH Specification No, 803. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Sqm 57 8.15 478.00 #REF! #REF!
13 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 of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. No 150 21.c.1 365.00 #REF! #REF!
14 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. Ref MoRTH specification 801. Direction and Place Identification Signs upto 0.9 m2 Size Board. Sqm 55 8.7 8068.00 #REF! #REF!
15 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) each 57 8.16.ii 2444.00 #REF! #REF!
16 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii) 200 m stone (precast) each 57 8.16.iii 1611.00 #REF! #REF!
17 Type - A, "W" : Metal Beam Crash Barrier- Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 m 59 8.3 3271.00 #REF! #REF!
18 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,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 Cum 8 1.14.1 73.00 #REF! #REF!
19 Providing and laying in position plain cement oncrete 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 ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 15 2.1.2 5206.00 #REF! #REF!
20 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 Cum 17 2.4.2 5968.00 #REF! #REF!
21 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add for shuttering works- 8% over head charges Cum 17 2.4.2 477.44 #REF! #REF!
22 Supplying, Fitting and Placing TMT Fe 550 Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. T 71 9.3 80297.00 #REF! #REF!
23 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. (B) 1000mm dia M 135 20.16.a 6152.00 #REF! #REF!
24 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. (B) 750mm dia M 135 20.16.c 3194.00 #REF! #REF!
25 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical pecifications,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 Cum 8 1.14.1 73.00 #REF! #REF!
26 Providing and laying in position plain cement oncrete 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 ppurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)- Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 15 2.1.2 5206.00 #REF! #REF!
27 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 15 2.2.2.1 5979.00 #REF! #REF!
28 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. 2.2.1.1 M20 Design Mix Using 20 mm nominal size graded crushed M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head Cum 15 2.2.2.1 1195.80 #REF! #REF!
29 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 17 2.4.3 5992.00 #REF! #REF!
30 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates- Add shuttering charges-20% over head Cum 17 2.4.3 1198.40 #REF! #REF!
31 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates Cum 17 2.5.2 6186.00 #REF! #REF!
32 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarseaggregates- Add shuttering charges-20% over head Cum 17 2.5.2 1237.20 #REF! #REF!
33 Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. Section 1600 & 2200 T 104 14.1 92360.00 #REF! #REF!
34 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Cum 103 14.9 6415.00 #REF! #REF!
35 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) Section 1500,1600, 1700 & 2704 Cum 104 14.10 12012.00 #REF! #REF!
36 Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification- Granular material Cum 99 13.5.a 944.00 #REF! #REF!
37 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Cum 99 13.7 1105.00 #REF! #REF!
38 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 Rmt 99 13.4 239.00 #REF! #REF!
39 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Rmt 103 14.5.a 2307.00 #REF! #REF!
40 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A.Stone/Boulders cum 111 16.4.A 1635.00 #REF! #REF!
Maintainence of road for 3rd ,4th and 5th Year
1 Road Maintenance for 3rd year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. per Km - SE APPROVED RATES 36230.00 36230.00 36230.00
2 Road Maintenance for 4th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. per Km - SE APPROVED RATES 64240.00 64240.00 64240.00
3 Road Maintenance for 5th year for road with DBM+BC as wearing coat, Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road, Maintenance of surface drains by clearing, cleaning, reshaping, deepening of side drains, Stripping excess soil from the shoulder surface and making up loss of material/irregularities on shoulder wherever necessary. Maintenance and painting of 200 meter and KM stones, White washing of parapet walls of CD works and tree trunk, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including vent clearance. per Km - SE APPROVED RATES 87690.00 87690.00 87690.00
Assistant Executive Engineer Executive Engineer
PWD, Sub-Division.Bailhongal PWD, Division.Belagavi.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
C/S Details (Typical)-from km 0.00 to 3.80
SDBC Shoulder 25
Existing WBM 100
C/S Details-from km 52.10 to 57.826
SDBC Shoulder 25
Existing WBM 100 100
C/S Details-from km 53.30 to 53.80
Shoulder SDBC 25
GSB 8.50 mt 100
Sub grade (existing) Existing C/way- 3.75m Sub grade (existing)
C/S Details-from km 0.00 to 3.80
Assistant Executive Engineer
PW Sub-Division Bailhongal
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
1 Sand/ Murrum/ Granular Material Filling Head Wall ( RCC)
M 20 Concrete 1 in 20 Slope M 20 Concrete
Levelling Course (M10) 6.40
900 dia HMP 3.00
10.00 mtr Assistant Executive Engineer
PWD Sub Division,Bailhongal
CD for approaches
1 Sand/ Murrum/ Granular Material Filling Head Wall ( RCC)
M 20 Concrete 1 in 20 Slope M 20 Concrete
Levelling Course (M10) 3.90
750 dia HMP 2.50
7.50 mtr Assistant Executive Engineer
PWD Sub Division,Bailhongal
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
Name of Division : PWD Division,Belagavi
Kutaranatti (MDR) Damaged BT Road 3.75 Damaged BT Road 3.75 m
Existing Road details
Kutaranatti (MDR) 3.75 m 3.75 3.75 m
Proposed Road details
Already Improved Length
Proposed Length
Work under Progress
Assistant Executive Engineer Executive Engineer
PWD Sub-Division, Bailhongal PWD Division Belagavi
PROPOSED CONSTRUCTION OF BOX CULVERT BRIDGE ON ON BADAMI-GODACHI-GOKAK FALLS SH-134 AT KM 34.25 IN RAMDURG TALUKA
MAIN DIST Total WT
Sl.no Type Nos L B D Quantity No of sides DIA C/C LENGTH NO UNIT WT WT DIA C/C LENGTH NO UNIT WT WT
PROTECTION WALL
GOVERNMENT OF KARNATAKA
(Public Works Department)
COMMUNICATION & BUILDINGS
EXECUTIVE ENGINEER
PUBLIC WORKS DEPARTMENT DIVISION
ಲೆಕ್ಕ ಶೀರ್ಷಿಕೆ:
2026-27ನೇ ಸಾಲಿನ 5054-03-337-0-17-154 ರಾಜ್ಯ ಹೆದ್ದಾರಿ ರಸ್ತೆ ಕಾಮಗಾರಿಗಳು ಸುಧಾರಣೆಗಳು
PLANS & ESTIMATE
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು. IMPROVEMENT TO NAGARAGALI-KATAKOL (S.H-138) FROM KM 73.55 TO 77.00 SELECTED REACHES IN KITTUR CONSTITUENCY OF BAILHONGAL TALUK, BELAGAVI DISTRICT.
ESTIMATE COST : Rs. 400.00 Lakhs
ವಿಭಾಗ : ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ವಿಭಾಗ, ಬೆಳಗಾವಿ.
ಉಪ ವಿಭಾಗ : ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ
ಮಂಜೂರಾತಿ ಸಂಖ್ಯೆ
ಅನುದಾನ ಶೀರ್ಷಿಕೆ :
ಮುಖ್ಯ ನಿಧಿ (ಪ್ರಧಾನ ಶೀರ್ಷಿಕೆ) : 2023-24 ನೇ ಸಾಲಿನ -5054-ಅಪೆಂಡಿಕ್ಸ್-ಇ
ಸಣ್ಣ ನಿಧಿ (ಉಪ ಶೀರ್ಷಿಕೆ) :
ಸೇವಾ ಶೀರ್ಷಿಕೆ :
ಇಲಾಖೆ ಶೀರ್ಷಿಕೆ :
ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
ಅಂದಾಜು ಮೊತ್ತ : ರೂ. 400.00 ಲಕ್ಷಗಳು
ಆಡಳಿತಾತ್ಮಕ ಮಂಜೂರಾತಿ ಸಂಖ್ಯೆ : ಸಂಖ್ಯೆ : ದಿನಾಂಕ :
ತಾಂತ್ರಿಕ ಮಂಜೂರಾತಿ ಸಂಖ್ಯೆ : ಸಂಖ್ಯೆ : ದಿನಾಂಕ :
ಅಂದಾಜು ಪತ್ರಿಕೆ ತಯಾರಿಸಿದವರು : ಶ್ರೀ. ಪೂರ್ಣಾನಂದ ಬಗಲಿ, ಸ.ಇಂ ಮತ್ತು ರವಿ ಹಪ್ಪಳಿ, ಸ.ಇಂ
ಅಂದಾಜು ಪತ್ರಿಕ ಪರಿಶೀಲಿಸದವರು : ಶ್ರೀ. ಅನಿಲ ಎಮ್, ಸಕಾಇಂ
ಪ್ರತ್ಯೇಕವಾಗಿ ಲಗತ್ತಿಸಿದೆ.
ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರರು, ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರರು,
ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ
ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ ವಿಭಾಗ, ಬೆಳಗಾವಿ.
ಕೆ.ಪಿ.ಡಬ್ಲೂ.ಡಿ. ಪ್ಯಾರಾ 133 ಪ್ರಕಾರ ಪ್ರಮಾಣ ಪತ್ರ
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
ನಾನು ಶ್ರೀ. ಅನಿಲ ಎಮ್, ಸಹಾಯಕ ಕಾರ್ಯನಿವಾಹಕ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ, ಸ್ವತ: ಕೆಲಸದ ಸ್ಥಳವನ್ನು ಪರಿಶೀಲಿಸಿದ್ದೇನೆ. ಹಾಗೂ ಮಂಜೂರಾದ ದರಪಟ್ಟಿಯ ಪ್ರಕಾರ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸಲಾಗಿದ್ದು, ಇದು ಅತ್ಯಂತ ಕಡಿಮೆ ವೆಚ್ಚಿದ್ದು, ಹಾಗೂ ಸುರಕ್ಷತವೆಂದು ಈ ಮೂಲಕ ಪ್ರಮಾಣೀಕರಿಸುತ್ತೇನೆ.
ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು,
ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ,
ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ
ಸ.ಅ.ನಂ:ಪಿಡಬ್ಲೂ:ಎಸ್.ಎಲ್.ಸಿ.:ಎಸ್.ಎಂ.91:ದಿನಾಂಕ: 27-6-1991 ರ ಪ್ರಕಾರ ಪ್ರಮಾಣ ಪತ್ರ
ನಮ್ಮ ತಿಳುವಳಿಕೆ ಹಾಗೂ ನಂಬಿಗೆಯಂತೆ ಈ ಅಂದಾಜು ಪತ್ರಿಕೆಯನ್ನು ತಯಾರಿಸುವಾಗ ತಾಂತ್ರಿಕವಾಗಿ ಅಗತ್ಯವಿರುವ ಎಲ್ಲಾ ಐಟಂಗಳನ್ನು ಅಗತ್ಯ ಪ್ರಮಾಣದಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ. ಎಂದು ಈ ಮೂಲಕ ಪ್ರಮಾಣೀಕರಿಸುತ್ತೇನೆ.
ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು,
ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ,
ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ
ಕಳೆದ ಮೂರು ವರ್ಷಗಳಲ್ಲಿ ಸದರಿ ಕಾಮಗಾರಿಯು ಬೇರೆ ಯಾವುದೇ ಯೋಜನೆಯಡಿಯಲ್ಲಿ ಸೇರಿಲ, ಹಾಗೂ ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೆತ್ತಿಕೊಂಡಿಲ್ಲವೆಂದು ಈ ಮೂಲಕ ಪ್ರಮಾಣೀಕರಿಸುತ್ತೇನೆ.
ಸಹಾಯಕ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು, ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರು,
ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ, ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ,
ಉಪ ವಿಭಾಗ ಬೈಲಹೊಂಗಲ ಬೆಳಗಾವಿ ವಿಭಾಗ,ಬೆಳಗಾವಿ.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ಮಂಗಸೂಳಿ - ಲಕ್ಷ್ಮೇಶ್ವರ (ರಾ.ಹೆ-73) ಕಿ,ಮೀಗಳಲ್ಲಿ 152.00 ರಿಂದ 156.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವ ಕಾಮಗಾರಿಗೆ ಕರ್ನಾಟಕ ಸರ್ಕಾರದ ಪತ್ರ ಸಂಖ್ಯೆ: ಲೋಇ/170/ಐಅಫ್ಎ/2026(ಇ-ಕಛೇರಿ). ಈ ಕಾಮಗಾರಿಯನ್ನು ಕೈಗೆತ್ತಿಕೊಳ್ಳಲು ರೂ. 400 ಲಕ್ಷ ಅನುದಾನದೊಂದಿಗೆ ಅನುಮೊದನೆ ನೀಡಿರುತ್ತಾರೆ, ಸದರಿ ರಸ್ತೆಯು ಜಕನಾಯಕನಕೊಪ್ಪದಿಂದ ಯರಗುದ್ದಿಗೆ ಸಂಪರ್ಕ ಕಲ್ಪಿಸವ ರಸ್ತೆ ಮುಖ್ಯವಾಗಿದ್ದು, ಸದರಿ ರಸ್ತೆಯನ್ನು ಸುಧಾರಣೆ ಮಾಡುವುದು ಅವಶ್ಯವಾಗಿರುತ್ತದೆ.
ಸದರಿ ರಸ್ತೆಯು ಸಂಚಾರ ಗಣತಿ ಪ್ರಕಾರ 540 ಕಮರ್ಸಿಯಲ್ ವಾಹನಗಳನ್ನು ಹಾಗೂ ವಾರ್ಷಿಕ ಪ್ರತಿಶತ 5 ರಂತೆ 20 ವರ್ಷಗಳವರೆಗೆ ಹೊಂದುವಂತೆ (ಬಿಟುಮಿನಸ್ ಲೇಯರ್ಗಳಿಗೆ 5 ವರ್ಷಗಳಿಗೆ ಹೊಂದುವಂತೆ) IRC 37-2018 ರನ್ವಯ ರಸ್ತೆಯ ಕ್ರಸ್ಟ್ವನ್ನು ವಿನ್ಯಾಸಕ್ಕೆ ಒಳಪಡಿಸಿದಾಗ 26 ಎಂ.ಎಸ್.ಎ ಮತ್ತು ಸಿ.ಬಿ.ಆರ್. 9 ರನ್ನು ನೋಡಲಾಗಿ 530 ಮಿಮೀ ದಪ್ಪದ ರಸ್ತೆಯನ್ನು ನಿರ್ಮಿಸಬೇಕಾಗಿರುತ್ತದೆ. ಚಾರ್ಟ ಪ್ರಕಾರ, 200 ಮಿಮೀ ದಪ್ಪದ ಜಿ.ಎಸ್.ಬಿ., 250 ಮಿಮಿ ದಪ್ಪದ WMM, 50 ಮಿಮೀ ದಪ್ಪದ ಡಿ.ಬಿ.ಎಂ. 30 ಮಿಮೀ ದಪ್ಪದ ಬಿ.ಸಿ. ಯಂತೆ ಒಟ್ಟಾರೆ 530 ಮಿಮೀ ದಪ್ಪದ ಕ್ರಸ್ಟವುಳ್ಳ ರಸ್ತೆಯನ್ನು ನಿರ್ಮಿಸಬೇಕಾಗಿರುತ್ತದೆ. ಆದರೆ ಕಿ.ಮೀ 73.55 ರಿಂದ 74.63 ರಲ್ಲಿ ಇಗಾಗಲೆ 200ಮಿಮೀ ದಪ್ಪದ ಕ್ರಸ್ಟ್ವ ಇರುತ್ತದೆ, ಆದರೆ ಕಿಮೀ 74.63 ರಿಂದ 75.361 ರವರೆಗೆ ಯಾವುದೇ ಕ್ರಸ್ಟ್ವ ಇರುವುದಿಲ್ಲ, ಸದರಿ ರಸ್ತೆಗೆ ಅದರಂತೆ, 200 ಮಿಮೀ ದಪ್ಪದ(ಅವಶ್ಯಕತೆ ಇದ್ದಲ್ಲಿ) ಜಿ.ಎಸ್.ಬಿ., 250 ಮಿಮಿ ದಪ್ಪದ WMM, 50 ಮಿಮೀ ದಪ್ಪದ ಡಿ.ಬಿ.ಎಂ. 30 ಮಿಮೀ ದಪ್ಪದ ಬಿ.ಸಿ. ಯಂತೆ ಒಟ್ಟಾರೆ 530 ಮಿಮೀ ದಪ್ಪದ ಕ್ರಸ್ಟವುಳ್ಳ ರಸ್ತೆಯನ್ನು ನಿರ್ಮಿಸಲು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ. ಹಾಗೂ CC Drain, Pipe Culvert ಹಾಗೂ Pole Shifting ನಿರ್ಮಾಣ ಮಾಡಲು ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಅಳವಡಿಸಲಾಗಿದೆ.
ಸದರಿ ಅಂದಾಜು ಪತ್ರಿಕೆಯಲ್ಲಿ ಈ ಕೆಳಗಿನ ಅಂಶಗಳನ್ನು ಪ್ರಸ್ಥಾಪಿಸಲಾಗಿದೆ.
1) ಪ್ರಸ್ಥಾಪಿತ ಉದ್ದದ ರಸ್ತೆಯ ಮೇಲೆ ಜಂಗಲ್ ಕಟಿಂಗ ಮಾಡುವದು
2) ಅಗೆತ ಮಾಡುವದು.
3) ಪ್ರಸ್ಥಾಪಿತ ಉದ್ದದ ರಸ್ತೆಯ ಭಾಗಗಳಲ್ಲಿ ಸ್ಕೆರಿಫಾಯಿಂಗ ಮಾಡಿ ಕಂಪಾಕ್ಶನ್ ಮಾಡುವದು.
4) ಅದರ ಮೇಲೆ ವಿನ್ಯಾಸದಂತೆ 200 ಮಿ.ಮೀ ದಪ್ಪದ ಜಿ.ಎಸ್.ಬಿ. ಹಾಕುವದು.
5) 250 ಮಿ.ಮಿ. ದಪ್ಪದ ಡ.ಬ್ಲು.ಎಂ.ಎಂ. ಹಾಕುವದು.
6) ಕ್ಯಾರೇಜ ವೇ ಮೇಲೆ 50 ಮಿ.ಮಿ. ದಪ್ಪದ ಡಿ.ಬಿ.ಎಂ ಹಾಗೂ 30 ಮಿ.ಮಿ. ದಪ್ಪದ ಬಿ.ಸಿ. ಹಾಕುವದು.
8) ರಸ್ತೆಯ ಸುರಕ್ಷಾ ಫಲಕಗಳು, ಇನ್ನಿತರ ರಸ್ತೆ ಫರ್ನಿಚರಗಳನ್ನು ಅಳವಡಿಸುವದು.
9) ಪ್ಲಾಂಟೀಶನ್, ಹಾಗೂ ಗುಣ ನಿಯಂತ್ರಣಕ್ಕಾಗಿ ಇಡಗಂಟಿನಡಿಯಲ್ಲಿ ಹಣ ಇರಿಸಲಾಗಿದೆ.
10) Pipe Culvert ನಿರ್ಮಾಣ ಮಾಡಲು ಅವಶ್ಯ ಅಂಶಗಳನ್ನು ಅಳವಡಿಸಲಾಗಿದೆ
11) ಕೂಡುವ ರಸ್ತೆಗಳಿಗೆ ಎನ್.ಪಿ-4 ಪೈಪ್ ಹಾಕುವುದನ್ನು ಪರಿಗಣಿಸಲಾಗಿದೆ
12) Pole Shifting
ಸದರಿ ಕಾಮಗಾರಿಯನ್ನು 2023-24 ನೇ ಸಾಲಿನ (2024-25 ನೇ ಸಾಲಿಗೆ ಮುಂದುವರೆದ) ಏಕರೂಪ ದರ ಪಟ್ಟಿಯನ್ವಯ ತಯಾರಿಸಿ ಮಂಜೂರಾತಿಗಾಗಿ ಸಲ್ಲಿಸಲಾಗಿದೆ.
ಸಹಾಯಕ ಕಾರ್ಯನಿರ್ವಾಹಕ ಅಭಿಯಂತರರು ಲೋಕೋಪಯೋಗಿ ಇಲಾಖೆ ಉಪ ವಿಭಾಗ,ಬೈಲಹೊಂಗಲ ಕಾರ್ಯಕಾರಿ ಅಭಿಯಂತರರು, ಲೋಕೋಪಯೋಗಿ. ಇಲಾಖೆ ಬೆಳಗಾವಿ ವಿಭಾಗ, ಬೆಳಗಾವಿ.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
RECAPITULATION SHEET
Sl. .No Description Amount in Rs.
1 Construction of Asphalt Road 28654355.55 28654488.95 133.40
2 Maintainance Estimate 340757.76 340757.76 0.00 -0.51
3 CC Drain Estimate 2193397.52 2193411.63 14.11
4 Electrical Pole Shifting 437251.74 437250.61 364376.46 19289.7
5 Electrical Pole Shifting Decommissioning 23147.64 23147.64
7 For Plantation 1% 373457.14 373458.87
9 Tender premium 5% 1867285.70 1867294.34
9 Supervision chargeson Total Estimation Cost 30942.97 30942.97 2654113.22
10 For Contigency,price escalation,Misc and Rounding off etc 9143.01 8958.18 37345886.78
Assistant Executive Engineer, Executive Engineer,
PWD. Sub Divn Bailhongal PWD. Division Belgaum.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
ABSTRACT - IMPROVEMENTS TO ROAD
Sl. No. Unit Qty Rate Amount
1 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. By Mechanical Means using Dozer- In area of light jungle 100 m2 76.06 393.00 29892.37
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 2430.00 6.00 14580.00
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 1.14.1 In all kinds of soils Depth upto 3 m m2 1026.00 102.00 104652.00
4 Construction of unlined surface drains of average cross_x0002_sectional 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. m3 1993.20 25.00 49830.00
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 m3 2699.77 493.00 1330988.83
6 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 (v)For Grading -V Material m3 2153.64 2359.00 5080442.66
7 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 2581.63 2559.00 6606378.38
8 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) m2 10326.50 63.00 650569.50
9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface m2 10326.50 22.00 227183.00
10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 516.33 13623.00 7033895.48
11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 309.80 16072.00 4979025.24 225 1859051.25
12 Retro-Reflectorised Traffic Signs Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle. No 6.00 3562.00 21372.00
13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. m2 573.30 530.00 303849.00
14 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. m3 2788.21 474.00 1321613.63
15 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. Unit 13.75 188.00 2585.00
16 Traffic Signages & Other Appurtenant Works 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 of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 227.00 365.00 82855.00
17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) Nos 3.00 2889.00 8667.00
18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200 m stone (precast) Nos 8.00 820.00 6560.00
19 Direction and Place Identification Signs more than 0.9 m2 Size Board. Providing and erecting direction and place identification retro_x0002_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 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 Each 10.80 9684.00 104587.20
20 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 M 50.00 3335.00 166750.00
21 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811(Page-69, Volume-3, Item-8.25) mtr 80.00 3640.00 291200.00
22 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. m3 890.52 266.00 236879.28
Total Amount 28654355.55
Assistant Executive Engineer, Executive Engineer,
PWD. Sub Divn Bailhongal PWD. Division Belgaum.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
MEASUREMENT SHEET
Sl. No. Description Unit No L B D Qty
1 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. By Mechanical Means using Dozer- In area of light jungle
Deduct for Voids 12677.0 40.0% -5070.8
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 0.315
m3 Total Qty 4050.0
Considering 60 % of Total Qty 2430.0
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 1.14.1 In all kinds of soils Depth upto 3 m 0.315
m3 Total Qty 1026.0
4 Construction of unlined surface drains of average cross_x0002_sectional 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.
For Side Drains
Deducting 300.00 Mts RCC Drain Length 1 300.00 300.00 300
Total Qty 3322.0
Considering only 60.0% 1993.2
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
Earthen Shoulders #REF!
6 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 (v)For Grading -V Material
For Entire carriage way portion `
Extra Widening 3 2 60.00 0.60 0.150 32.40
Junction Improvement 1 30.00 5.00 0.150 22.50
7 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.
Extra Widening 3 2 60.00 0.60 0.250 54.00
Junction Improvement 1 30.00 5.00 0.250 37.50
8 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1)
Extra Widening 3 2 60.00 0.60 216.00
Junction Improvement 1 30.00 5.00 150.00
9 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
Km 74.63 to 75.36 1 731.00 5.50 4020.50 2 - Two Times Tack Coats
Extra Widening 3 2 60.00 0.60 216.00
Junction Improvement 1 30.00 5.00 150.00
m2 1811.00 Total Qty 10326.50
10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
Extra Widening 3 2 60.00 0.60 0.050 10.80
Junction Improvement 1 30.00 5.00 0.050 7.50
11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Extra Widening 3 2 60.00 0.60 0.030 6.48
Junction Improvement 1 30.00 5.00 0.030 4.50
ROAD SAFETY Items
12 Retro-Reflectorised Traffic Signs Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle.
no Total Qty 6.00
13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.
For Humps and Junction markings 30.00
sqm Total Qty 573.30
14 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work.
As per attached Earthwork survey/Calculation sheet Filling Qty 3678.74
Deduction Qty 3678.74
As per attached Earthwork survey/Calculation sheet Cutting Qty( Considering 30% Reuse) 1942.412 582.72
Reusing Box Cutting Qty 30% 1026.000 307.80
sqm Total Qty 2788.21
15 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.
Sqm Total Qty 13.75
16 Traffic Signages & Other Appurtenant Works 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 of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
On road edges 2 101 202.00 100.61
At Approaches, humps etc 25.00
Nos Total Qty 227.00
17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast)
Nos Total Qty 3.00
18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200 m stone (precast)
Nos Total Qty 8.00
19 Direction and Place Identification Signs more than 0.9 m2 Size Board. Providing and erecting direction and place identification retro_x0002_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 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
m2 Total Qty 10.80
20 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
For Field approaches
m Total Qty 50.00
21 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811(Page-69, Volume-3, Item-8.25)
m Total Qty 80.00
Assistant Executive Engineer,
22 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.
As Per Survey Report 890.52
m Total Qty 890.52
PWD. Sub Divn Bailhongal
Assistant Executive Engineer, Executive Engineer,
PWD. Sub Divn Bailhongal PWD. Division Belgaum.
ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಬೈಲಹೊಂಗಲ ತಾಲ್ಲೂಕಿನ ಕಿತ್ತೂರು ಮತಕ್ಷೇತ್ರದ ನಾಗರಗಾಳಿ-ಕಟಕೋಳ (ರಾ.ಹೆ-138) ಕಿ.ಮೀಗಳಲ್ಲಿ 73.55 ರಿಂದ 77.00 ರವರೆಗೆ ಆಯ್ದ ಭಾಗಗಳಲ್ಲಿ ಸುಧಾರಣೆ ಮಾಡುವುದು.
RATE ANALYSIS 2023-24
Sl. No Description Unit Volume Page No Item No Basic rate Total Rate Net Rate
1 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. By Mechanical Means using Dozer- In area of light jungle 100 m2 3 9 2.5(A) 393.00 393.00 393.00
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 3 17 3.5 6.00 6.00 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 1.14.1 In all kinds of soils Depth upto 3 m m3 1 8 1.14.1 102.00 102.00 102.00
4 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. mtr 3 144 16.8-B 25.00 25.00 25.00
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 m3 3 17 3.6 493.00 493.00 493.00
6 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 (v)For Grading -V Material m3 3 23 4.2 (v) 2359.00 2359.00 2359.00
7 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 3 26 4.17 2559.00 2559.00 2559.00
8 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 0.90 kg per m2 using mechanical means. (P. No. 29, I. No. 5.1) m2 3 31 5.1A(i) 63.00 63.00 63.00
9 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface m2 3 31 5.4 (ii) 22.00 22.00 22.00
10 Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. m3 3 35 5.12 C 13623.00 13623.00 13623.00
11 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects m3 3 38 5.16 C 16072.00 16072.00 16072.00
12 Retro-Reflectorised Traffic Signs Providing and fixing of retro reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle. No 3 63 8.5 A (iv) 3562.00 3562.00 3562.00
13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. m2 3 67 8.15 530.00 530.00 530.00
14 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. m3 1 7 1.8 474.00 474.00 474.00
15 Rumble Strips Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. m2 3 71 8.31 188.00 188.00 188.00
16 Traffic Signages & Other Appurtenant Works 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 of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Nos 3 74 8.43 365.00 365.00 365.00
17 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii)Ordinary kilometer stone (precast) each 3 67 8.16(ii) 2889.00 2889.00 2889.00
18 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (iii)200 m stone (precast) each 3 67 8.16(iii) 820.00 820.00 820.00
19 Direction and Place Identification Signs more than 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised 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 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 m2 3 65 8.8 9684.00 9684.00 9684.00
20 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 mtr 3 146 16.15 C 3335.00 3335.00 3335.00
21 Metal Beam Crash Barrier (i) Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811(Page-69, Volume-3, Item-8.25) mtr 3 69 8.25 3640.00 3640.00 3640.00
22 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. m3 1 7 1.9 266.00 266.00 266.00
Assistant Executive Engineer, Executive Engineer,
Public Works Department, Public Works Department,
Sub.Dn.Bailhongal Belgaum Dn.Belgaum.
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