Improvement of Hireulligeri ChikkaUlligeri Road in Savadatti Yellamma Constituency of Belagavi District from Km 0.000 to Km 4.000 Proposed Chainage Km 2.00 to Km 4.000 H/A 5054 MDR Improvements (Appedix-E) for the year 2025-26

Improvements BT+CC Road

Construction of CC Drain Work

For 3rd 4th & 5th year Maintenance

Total Cost

Add 18% GST

Total Cost including GST

Add 5% Tender Premium

For Q.C

For Plantation

For Misc & Rounding off

Grand Total

Assistant Executive Engineer,

PWD Sub-Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೇಉಳ್ಳಿಗೇರಿ. ಚಿಕ್ಕ ಉಳ್ಳಿಗೇರಿ ರಸ್ತೆ. ಕಿ.ಮೀ. 0.000 ರಿಂದ 4.000 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಪ್ರಸ್ತಾಪಿತ ಚೈನೆಜ್‌ ಕಿ.ಮೀ. 2.00 ರಿಂದ 4.000 ರವರೆಗೆ)

ESTIMATE (ABSTRACT)

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 ii A )

Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B))

1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3 ) m³

Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

4.4 402 A Cement Stabilisation for Improving Sub-grade Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil, in place with rotavator with 2% cement, grading with the motor grader and compacting with the road roller at OMC to the desired density to form a layer of sub grade. m3

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 (Vol-3, P.No. 17 / I.No. 3.6)

4.2 401 B By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) For Grading -v Material m3 [I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3)

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. (Vol-3, P.No. 26 / I.No. 4.17, (A))

Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28)

Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24]

Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503

Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C)

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. (Vol-3, P.No. 43 / I.No. 5.31(1))

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8)

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv))

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

Road Marking with Hot Applied Thermoplastic Compound Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24]

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C))

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18)

Total :-

Assistant Executive Engineer,

PWD Sub-Division Saundatti

Earth work excavation for Foundation by mechanical means

Clearing and Grubbing Road Land

Surface Drains in Soil Construction of unlined surface drains e

Construction of Embankment with approved materials deposited at site from roadway cutting

Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means

Construction of sub-grade and earthen shoulders

By Mix in Place Method Construction of Granular Sub-Base

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam

Providing and constructing un-reinforced plain cement concre te pavement,M30 (Grade),

Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block

Providing and applying primer coat

Tack coat on Granular surface treated with primer

Providing and laying Bituminous Macadam

Providing and laying Semi Dense Bituminous Concrete

Reinforced cement concrete Ordinary kilometer stone (precast).

Reinforced cement concrete M15grade 200 m stone (precast).

Direction and Place Identification Signs

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye

Road Marking with Hot Applied Thermoplastic Compound Providing

Providing and laying reinforced cement concrete pipe NP3 for culverts 750mm dia

Supplying and installation of delineators (road way indicators, hazard markers, object markers),

Reinforced cement concrete M15 grade boundary pillars

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೇಉಳ್ಳಿಗೇರಿ. ಚಿಕ್ಕ ಉಳ್ಳಿಗೇರಿ ರಸ್ತೆ. ಕಿ.ಮೀ. 0.000 ರಿಂದ 4.000 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಪ್ರಸ್ತಾಪಿತ ಚೈನೆಜ್‌ ಕಿ.ಮೀ. 2.00 ರಿಂದ 4.000 ರವರೆಗೆ)

(MEASUREMENTS)

For widening part

For Village limit CC road maintaining existing road

Total

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. (iii) By Mechanical Means using Motor Grader, A. In area of light jungle (Vol-3, P.No. 9 / I.No. 2.5 ii A )

Deduct 40% voids

Total

Total

Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B))

For Drain BT

Total

1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3 ) m³

For Village limit CC road maintaining existing road

Total

Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator

Total

4.4 402 A Cement Stabilisation for Improving Sub-grade Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil, in place with rotavator with 2% cement, grading with the motor grader and compacting with the road roller at OMC to the desired density to form a layer of sub grade. m3

For Subbase Soil stabilisation

Total

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 (Vol-3, P.No. 17 / I.No. 3.6)

For Subbase

For Shoulder

For widening part

For BT portion

Total

4.2 401 B By Mix in Place Method Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) For Grading -v Material m3 [I.No.-4.2 B (v) / Page- 23 of PWD SR (Vol. 3)

For widening part

For Village limit CC road maintaining existing road

For BT road

Total

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. (Vol-3, P.No. 26 / I.No. 4.17, (A))

For widening part

For Village limit CC road maintaining existing road

For BT road

For Bellmouth

For Curve portion

Total

Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28)

For widening part & For Village limit CC road maintaining existing road

Total

Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base

Total

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means..[I.No.- 5.1 A(i) / Page-31 of PWD SR (Vol. 3) 2023-24]

For BT

For Bellmouth

For Curve portion

Total

Total

Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 [I.No.-5.33 / Page- 31 of PWD SR (Vol. 3) 2023-24]

For BT

For Bellmouth

For Curve portion

Total

Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Vol-3, P.No.33 / I.No. 5.8 (ii) C)

For BT

For Bellmouth

For Curve portion

Total

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. (Vol-3, P.No. 43 / I.No. 5.31(1))

For BT

For Bellmouth

For Curve portion

Total

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast).[I.No.- 8.16 (ii) / Page-67 of PWD SR (Vol. 3) 2023-24]

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast).[I.No.- 8.16(iii) / Page-67 of PWD SR (Vol. 3) 2023-24]

Direction and Place Identification Signs with size more than 0.9 m2 size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 moundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (Vol-3, P.No. 65 / I.No. 8.8)

Total

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. (Vol-3, P.No. 64 / I.No. 8.6 (iv))

Total

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment [I.No.-8.43 / Page-74 of PWD SR (Vol. 3) 2023-24]

For curve portion

Add 25% extra for juntion

Total

Road Marking with Hot Applied Thermoplastic Compound Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. [I.No.-8.15 / Page-67 of PWD SR (Vol. 3) 2023-24]

For curve portion

Add 25% extra for juntion

Total

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C))

For cross roads

Total

Displaying information

Total

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings.

Hazard markers

Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.(Vol-3 S.R.P NO.: 67 I NO: 8.18)

Assistant Executive Engineer

PWD Sub-Division Saundatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೇಉಳ್ಳಿಗೇರಿ. ಚಿಕ್ಕ ಉಳ್ಳಿಗೇರಿ ರಸ್ತೆ. ಕಿ.ಮೀ. 0.000 ರಿಂದ 4.000 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಪ್ರಸ್ತಾಪಿತ ಚೈನೆಜ್‌ ಕಿ.ಮೀ. 2.00 ರಿಂದ 4.000 ರವರೆಗೆ)

RATE ANALYSIS

Improvements to Road

Surface Drains in Soil Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means (Vol-3, P.No. 144 / I.No. 16.8 (B))

Providing and constructing un-reinforced plain cement concre te pavement, thickness as per design, over a prepared sub ba se, with 43 grade cement or any other type as per Clause 15 01.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawi ng), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawingand technical specification clause 1501 with all lead, lifts,loading & unloading charges, cost and con veyance of all materials, labour, equipments etc., comp lete. as per the directions of the Engineer-in-charge of the work. (Vol-3, P.No. 149 / I.No. 16.28)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1101.6. (C) 750mm dia (Vol-3, P.No. 146 / I.No. 16.16 (C))

Construction of 2 Nos CD Work - 1200mm dia

Assistant Executive Engineer

PWD Sub-Division. Saundatti.

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೇಉಳ್ಳಿಗೇರಿ. ಚಿಕ್ಕ ಉಳ್ಳಿಗೇರಿ ರಸ್ತೆ. ಕಿ.ಮೀ. 0.000 ರಿಂದ 4.000 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಪ್ರಸ್ತಾಪಿತ ಚೈನೆಜ್‌ ಕಿ.ಮೀ. 2.00 ರಿಂದ 4.000 ರವರೆಗೆ)

Construction of CC DRAIN 0.60 x 0.60 m

Details of CC DRAIN

Existing drain Length

Lenth of Drain both side =

Vent width =

Vent Depth =

Raft Thickness

Wall Thickness

Thickness of Sand and boulders

Main Steel

Dist Steel

Dist Steel =

Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead

Item Code :

Drain Walls

Drain Raft

For excavation qty as per level sheet

Deduct for Existing Drain

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 15 / I.No. 2.1.3)

Drain Portion

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 (Vol-1, P.No. 18 / I.No. 2.11 h)

For Drain

Main Steel - 10mm dia

Dist Steel - 8mm dia

For Cover Slab

Main Steel - 10mm dia

Dist Steel - 8mm dia

Tonne

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 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2)

Cover Slab

Formwork for wall and cover slab: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 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) Add 35% for Formwork of Wall and Cover Slab:

Add 35% for Formwork of Wall and Cover Slab:

Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Vol.3 I.No. 12.1 P.No.117

For Drain Walls

Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2 P.No. 9 I.No. 5.2)

Rise of Existing Headwall

Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lin ing, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (Vol-2 P. No. 44 I NO: 8.19.1)

Rise of Existing Headwall

White washing of parapet walls of CD work and tree trunks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. (Vol-3 S.R.P NO.: 148 I NO: 16.26)

Rise of Existing Headwall

Total Rs

Assistant Executive Engineer

PWD Sub-Division Savadatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೇಉಳ್ಳಿಗೇರಿ. ಚಿಕ್ಕ ಉಳ್ಳಿಗೇರಿ ರಸ್ತೆ. ಕಿ.ಮೀ. 0.000 ರಿಂದ 4.000 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಪ್ರಸ್ತಾಪಿತ ಚೈನೆಜ್‌ ಕಿ.ಮೀ. 2.00 ರಿಂದ 4.000 ರವರೆಗೆ)

RATE ANALYSIS

Constraction of cc Drain

Formwork for wall and cover slab: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 40 mm nominal size graded crushed coarse aggregates (Vol-1, P.No. 16 / I.No. 2.4.2) Add 35% for Formwork of Wall and Cover Slab:

Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Vol.3 I.No. 12.1 P.No.117

White washing of parapet walls of CD work and tree trunks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. (Vol-3 S.R.P NO.: 148 I NO: 16.26)

Assistant Executive Engineer

PWD Sub-Division Savadatti

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆಯ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಹಿರೇಉಳ್ಳಿಗೇರಿ. ಚಿಕ್ಕ ಉಳ್ಳಿಗೇರಿ ರಸ್ತೆ. ಕಿ.ಮೀ. 0.000 ರಿಂದ 4.000 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಪ್ರಸ್ತಾಪಿತ ಚೈನೆಜ್‌ ಕಿ.ಮೀ. 2.00 ರಿಂದ 4.000 ರವರೆಗೆ)

Maintenance For Bituminous Surface Road

Road Maintennce for 3rd year for road with BM+SDBC as wearing coat:Maintenance of road for 3rd year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.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 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

Rates approved by SE,PWD circle Belagavi)

Total :

Road Maintennce for 4th year for road with BM+SDBC as wearing coat:Maintenance of road for 4th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.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 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

Total :

Per KM

Road Maintennce for 5th year for road with BM+SDBC as wearing coat:Maintenance of road for 5th year by cleaning and uprooting vegitation on either sides of the road maintenance of surface drains by cleaning.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 metre and KM stones.White washing of parapet walls of CD work and tree trunks.Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and repairs to CDS including Vent clearance(Rates approved by SE,PWD circle Belagavi)

Total :

Per KM

Total:

Assistant Executive Engineer

PWD Sub-Division Saundatti

EARTH WORK QUANTITY CALCULATION FOR DRAIN

TOTAL

Total QTY in M3

ಕೆಲಸದ ಹೆಸರು : ಬೆಳಗಾವಿ ಜಿಲ್ಲೆ ಸವದತ್ತಿ ಯಲ್ಲಮ್ಮ ಮತಕ್ಷೇತ್ರದ ಕಮತಗಾ (ರಾಷ್ಟ್ರೀಯ ಹೆದ್ದಾರಿ 748) ದಿಂದ ಅಳಗವಾಡಿ (ರಾಜ್ಯ ಹೆದ್ದಾರಿ 56) ರವರೆಗೆ ಸಂಪರ್ಕಿಸುವ (ರಾ.ಹೆ-201) ಕಿ.ಮೀ 139.750 ರಿಂದ 140.140 ರವರೆಗೆ ಮತ್ತು ಕಿ.ಮೀ 150.585 ರಿಂದ 152.540 ರವರೆಗೆ ಸುಧಾರಣೆ ಮಾಡುವುದು (ಹಿರೇಕುಂಬಿ ಗ್ರಾಮ ಪರಿಮಿತಿ ಮತ್ತು ಹಂಚಿನಾಳ-ಸವದತ್ತಿ ತಾಲೂಕಾ ಗಡಿ) (ರಾಜ್ಯ ಹೆದ್ದಾರಿ)

CC DRAIN

5.5 m carriageway

CC DRAIN

GSB: 1 x 9.00x 0.20

DLC : 1 x 5.5 X 0.150

PQC : 1 x 5.5 x 0.200

DBM : 1 x 5.5 x 0.03

Assistant Executive Engineer

PWD Sub Division Savadatti

FORMAT 1

Financial Year

Attach Chartered Accountant's Yearwise Statements.with audited profit and loss account

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

FORMAT 2

Work executed as prime contractor (in the same name) on works of similar nature during the five years specified)

Project Name

Attach Workdone Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

CONTRACTOR

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

FORMAT-2(a)

Quantities of work executed as prime contractor (in the same name) during the last five years i.e., from 2015-16 to 2019-20

Earth work excavation in Cum

Attach Workdone Certificate for each work indicated above, obtained from the Competent Authority not below the rank of Executive Engineer or equivalent.

Note : Documents shall be attested by the Notary or Government Gazetted

FORMAT 3

FORMAT FOR WORK DONE CERTIFICATE TO BE OBTAINED FROM COMPETENT AUTHORITY

This is to certify that M/s .Sri/Smt .............................................................................

has executed/ is executing(strike off which ever is not applicable) the work of .............................................

in this Organisation. The details of the work is as under:

Name of the Project

Name of the Work

Contract Amount

Date of signing the Agreement

Date of handing over of the Site

Progress *

January

Earth work excavation

Financial in lac

Plain Cement Concrete

Financial in lac

Reinforced Cement Concrete

Financial in lac

Brick Masonry

Financial in lac

Steel

Financial in lac

Finishinh Items

Financial in lac

Physical

Financial in lac

Progress *

January

Earth work excavation

Financial in lac

Plain Cement Concrete

Financial in lac

Reinforced Cement Concrete

Financial in lac

Brick Masonry

Financial in lac

Steel

Financial in lac

Finishinh Items

Financial in lac

Physical

Financial in lac

Progress *

January

Earth work excavation

Financial in lac

Plain Cement Concrete

Financial in lac

Reinforced Cement Concrete

Financial in lac

Brick Masonry

Financial in lac

Steel

Financial in lac

Finishinh Items

Financial in lac

Physical

Financial in lac

Progress *

January

Earth work excavation

Financial in lac

Plain Cement Concrete

Financial in lac

Reinforced Cement Concrete

Financial in lac

Brick Masonry

Financial in lac

Steel

Financial in lac

Finishinh Items

Financial in lac

Physical

Financial in lac

Progress *

January

Earth work excavation

Financial in lac

Plain Cement Concrete

Financial in lac

Reinforced Cement Concrete

Financial in lac

Brick Masonry

Financial in lac

Steel

Financial in lac

Finishinh Items

Financial in lac

Physical

Financial in lac

Progress *

January

Earth work excavation

Financial in lac

Plain Cement Concrete

Financial in lac

Reinforced Cement Concrete

Financial in lac

Brick Masonry

Financial in lac

Steel

Financial in lac

Finishinh Items

Financial in lac

Physical

Financial in lac

Stipulated Period of Completion (including monsoon)

Prescribed Date of completion

Actual Date of Completion/ Probable Date of Completion

Cost of balance work (if work is in progress)

Reasons if any for delay in completion, if work completion is delayed

Penalty if any imposed

Any other information

* Monthwise progress shall be furnished seperately.

Place:

Address for correspondence:

Email ID:

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification

FORMAT 4

Monthly Physical and Financial Progress Achieved in all Contracts which are referred to in Format 3

Names of Works

January

Earthworks in cum

Financial

Plain Cement Concrete (in Cum)

Financial

Reinforced Cement Concrete (in Cum)

Financial

Stone Masonry (in Cum)

Financial

Brick Masonry (in Cum)

Financial

Steel (in Qtl)

Financial

Finishinh Items (in Sqm)

Financial

Earthworks in cum

Financial

Plain Cement Concrete (in Cum)

Financial

Reinforced Cement Concrete (in Cum)

Financial

Stone Masonry (in Cum)

Financial

Brick Masonry (in Cum)

Financial

Steel (in Qtl)

Financial

Finishinh Items (in Sqm)

Financial

Earthworks in cum

Financial

Plain Cement Concrete (in Cum)

Financial

Reinforced Cement Concrete (in Cum)

Financial

Stone Masonry (in Cum)

Financial

Brick Masonry (in Cum)

Financial

Steel (in Qtl)

Financial

Finishinh Items (in Sqm)

Financial

Earthworks in cum

Financial

Plain Cement Concrete (in Cum)

Financial

Reinforced Cement Concrete (in Cum)

Financial

Stone Masonry (in Cum)

Financial

Brick Masonry (in Cum)

Financial

Steel (in Qtl)

Financial

Finishinh Items (in Sqm)

Financial

Earthworks in cum

Financial

Plain Cement Concrete (in Cum)

Financial

Reinforced Cement Concrete (in Cum)

Financial

Stone Masonry (in Cum)

Financial

Brick Masonry (in Cum)

Financial

Steel (in Qtl)

Financial

Finishinh Items (in Sqm)

Financial

TENDERER

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

FORMAT 5

Information on works which are yet to be completed.

(EXISTING COMMITMENTS AND ON-GOING WORKS)

Project Name

Attach Certificate for each work indicated above, in Format 3, obtained from the Competent Authority

TENDERER

Note : Documents shall be attested by the Notary or Government Gazetted.

FORMAT 6

Information of the works for which Tender acceptance letters are received.

Project Name

Attach letters of Acceptance received.

TENDERER

Note : Documents shall be attested by the Notary or Government Gazetted.

FORMAT 7

Information of the works for which Tenderer has submitted Tender.

Project Name

TENDERER

FORMAT 8

List of Machineries Required

Item of Equipment

TENDERER

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be produced at the time of opening of Technical bid for verification.

FORMAT 9

BANKER’S CERTIFICATE

This is to certify that M/s. ………………………….. is a reputed company with a good financial standing. If the contract for this work, namely............................................................................... ............................................................................................................................................... (Name of the work) is awarded to the above firm, we shall be able to provide overdraft/credit facilities to the extent of Rs. …………....../- (inwards) .................................................................... ............................................................................................................................................... to meet the working capital requirements for executing the above contract

Name of the Bank, Senior Bank Manger

Address : ……….…………………………

Note : Documents shall be attested by the Notary or Government Gazetted and original documents to be submitted at the time of opening of Technical bid for verification.

FORMAT 10

Information on litigation in which the Tenderer is involved:

Other Party/Parties

TENDERER