Renewal B.T. With Special Repairs T-011 Mankhed To Vanjulpada, Vadpada, Ranpada Roadkm0/00To2/898 Taluka - Surgana Disttrict - Nashik. 2) Renewal B.T. With Special Repairs Odr -135 Sabaidevito Kahandolpada Roadkm0/00To3/720 Taluka - Surgana Disttrict - Na
Tender Value
1.03 Crore
Estimated cost
Bid Submission
18 Jan 2024
0 days left
EMD
1.40 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
surgana → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renewal B.T. With Special Repairs T-011 Mankhed To Vanjulpada, Vadpada, Ranpada Roadkm0 / 00To2 / 898 Taluka - Surgana Disttrict - Nashik. 2 ) Renewal B.T. With Special Repairs Odr -135 Sabaidevito Kahandolpada Roadkm0 / 00To3 / 720 Taluka - Surgana Disttrict - Nashik.
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Renewal B.T. With SpecialRepairsT-011 Mankhed to Vanjulpada, Vadpada, Ranpada RoadKm0/00to2/898 Taluka - Surgana Disttrict - Nashik. |
| 2 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of non-thorny jungleTechnical Specification MoRD 2014 Clause 201. |
| 3 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of thorny jungleTechnical Specification MoRD 2014 Clause 201. |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 5 | Excavation for roadway in ordinary rock by deploying a dozer D-50including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 6 | Consruction of Embankment with material obtained from roadway cuttingSORItem No. 3.3 / Page No. 13 |
| 7 | Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification MORD 2014, Clause 303.1. |
| 8 | Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2.By Manual Means Technical Specification MoRD 2014 Clause 405. |
| 9 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom.Technical Specification MoRD 2014 Clause 503 |
| 10 | Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction.50 mm thickBitumen (S-65) 60/70 - VG-30Technical Specification MoRD 2004 Clause 506 |
| 11 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing penetration grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C.Case - IIBy Mechanical Means Bitumen (S-65)VG-30 using Waste PlasticTechnical Specification MoRD 2014 Clause 506. |
| 12 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type CBy Mechanical MeansCase - I:Type A Bitumen (S-65)VG-30Technical Specification MoRD 2014 Clause 508. |
| 13 | Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701As per MORD - 2014 |
| 14 | ii)Ordinary KilometreStone(Precast) |
| 15 | iii)200 m. Stone(Precast) |
| 16 | Guard stoneProviding and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in ground and white washing etc. complete. Spec. No. : Rd 70 Page No. 244 |
| 17 | TrafficSign(B)Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 I )600 mm equilateral triangle |
| 18 | TrafficSignProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflecII )600 mm x 450 mm rectangular |
| 19 | Maintenance of CulvertsThe maintenance Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs to cracks, parapet well and protection work and protection work as per drawing and technical specification Clause 1908. |
| 20 | Maintenance ofSlab Culverts The maintenance Slab culvert culvert by way of clearing, clearing, Erosion repair,repairs to cracks, parapet well and protection work and protection work as per drawing and technical specificationClause 1908. |
| 21 | Providing white and colour washing to road side treesWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technicalspecifications Clause 1915PWD SSR 21-22 Item No. 8.22 Page No.59 |
| 22 | Road Marking with Thermoplastic CompoundRoad Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.PWD SSR 21-22 Item No. 6.12 Page No.40 |
| 23 | MMGSY / PMGSY Maintenance Information BoardProviding and fixing of typical MMGSY / PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 24 | Providing pic and roll surface by picking the old WBM surface to the required standered adding 30% of 40mm size metal and requiring quantity of murum including laying sectioning, watering, compacting with static roller with thin layer of murum blindage on |
| 25 | 2)Renewal B.T. With SpecialRepairsODR -135 Sabaidevito Kahandolpada RoadKm0/00to3/720 Taluka - Surgana Disttrict - Nashik. |
| 26 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of non-thorny jungleTechnical Specification MoRD 2014 Clause 201. |
| 27 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means In area of thorny jungleTechnical Specification MoRD 2014 Clause 201. |
| 28 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 29 | Excavation for roadway in ordinary rock by deploying a dozer D-50including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. |
| 30 | Consruction of Embankment with material obtained from roadway cuttingSORItem No. 3.3 / Page No. 13 |
| 31 | Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification MORD 2014, Clause 303.1. |
| 32 | Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2.By Manual Means Technical Specification MoRD 2014 Clause 405. |
| 33 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom.Technical Specification MoRD 2014 Clause 503 |
| 34 | Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction.50 mm thickBitumen (S-65) 60/70 - VG-30Technical Specification MoRD 2004 Clause 506 |
| 35 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing penetration grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C.Case - IIBy Mechanical Means Bitumen (S-65)VG-30 using Waste PlasticTechnical Specification MoRD 2014 Clause 506. |
| 36 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type CBy Mechanical MeansCase - I:Type A Bitumen (S-65)VG-30Technical Specification MoRD 2014 Clause 508. |
| 37 | Direction and Place Identification signs upto 0.9 sqm size board B. Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701As per MORD - 2014 |
| 38 | ii)Ordinary KilometreStone(Precast) |
| 39 | iii)200 m. Stone(Precast) |
| 40 | Guard stoneProviding and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicator stones/ boundary stones of standard size and shape including fixing in ground and white washing etc. complete. Spec. No. : Rd 70 Page No. 244 |
| 41 | TrafficSign(B)Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 I )600 mm equilateral triangle |
| 42 | TrafficSignProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflecII )600 mm x 450 mm rectangular |
| 43 | Maintenance of CulvertsThe maintenance Hume pipe culvert by way of clearing, cleaning, Erosion repair, repairs to cracks, parapet well and protection work and protection work as per drawing and technical specification Clause 1908. |
| 44 | Maintenance ofSlab Culverts The maintenance Slab culvert culvert by way of clearing, clearing, Erosion repair,repairs to cracks, parapet well and protection work and protection work as per drawing and technical specificationClause 1908. |
| 45 | Providing white and colour washing to road side treesWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technicalspecifications Clause 1915PWD SSR 21-22 Item No. 8.22 Page No.59 |
| 46 | Road Marking with Thermoplastic CompoundRoad Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.PWD SSR 21-22 Item No. 6.12 Page No.40 |
| 47 | MMGSY / PMGSY Maintenance Information BoardProviding and fixing of typical MMGSY / PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. |
| 48 | Granular Sub-base with Well Graded Material 100%Crushed Metal (Table 400.1)SORItem No. 4.1 / A / ii / Page No. 19 |
AI Tender Summary
Tender Timeline
Jan 09, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJan 18, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 22, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender