Tender For Civil Works - Roads :-Mr-N19-20Daudnagar/10
Tender Value
1.24 Crore
Estimated cost
Bid Submission
10 Jul 2020
0 days left
EMD
2.49 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
DAUDNAGAR → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Roads :-mr-n19-20daudnagar / 10
BOQ
| Name of Work: MR-N/19-20 Daudnagar/10 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | GOH UPHARA ROAD TO ARARI \nSchedule-1 Initial Rectification including Surface Renewal:- | |||
| 2 | 2 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 1 | Ha | |
| 3 | 3 | Scarifying Existing Bituminous Surface \nConstruction of Subgrade and Earthen Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 468.75 | Cum | |
| 4 | 4 | Construction of Subgrade and Earthen ShouldersConstruction 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 Clause 303.1. | 1875 | Cum | |
| 5 | 5 | Granular Sub-base with Well Graded Material (Table 400.1)( By mix in place method ) For Grading I Material\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 196.855 | Cum | |
| 6 | 6 | WBM Grading 2 ( By Mechanical Means)\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 as per Technical Specification Clause 405. | 142.031 | Cum | |
| 7 | 7 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 213.047 | Cum | |
| 8 | 8 | Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 2840.62 | Sqm | |
| 9 | 9 | Tack Coat\nProviding 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 as per Technical Specification Clause 503. | 2840.62 | Sqm | |
| 10 | 10 | Patch work over WBM using Mix seal surface for bituminous and Existing CC Pavement WITH Waste Piastic\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 2840.62 | Sqm | |
| 11 | 11 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 9468.75 | Sqm | |
| 12 | 12 | Semi-Dense Bituminous Concrete\nProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 508 complete in all respects. | 236.724 | Cum | |
| 13 | 13 | Kilometre stone \nReinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\n | |||
| 14 | 14 | i) 5th km stone | |||
| 15 | 15 | ii) Km stone | 4 | No. | |
| 16 | 16 | iii) 200 m stone | 10 | No. | |
| 17 | 17 | Direction and Place Identification signs with size more than 0.9 sqm size board\nProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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 1701. | 0.96 | Sqm | |
| 18 | 18 | Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | |||
| 19 | 19 | 600 mm equilateral & triangle | 8 | No. | |
| 20 | 20 | 600 mm circular | 5 | No. | |
| 21 | 21 | 600 mm x 450 mm rectangular | 6 | No. | |
| 22 | 22 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year | 125 | Each | |
| 23 | 23 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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. | |||
| 24 | 24 | At Edge for BT Portion | 500 | Sqm | |
| 25 | 25 | (I)Providing and Fixing 'Logo' of Maintenance Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 2 | No. | |
| 26 | 26 | Guard stones/boundary stones/gaurdrails\nGuard stones/boundary stones/gaurdrails Painting,guard stones,boundary stones and guardrail | 80 | No. | |
| 27 | 27 | Brick Masonary in C.M.(1:3) in parapet\nBrick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 31.68 | Cum | |
| 28 | 28 | Plastering with cement mortar (1:4)\nPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 221.76 | Sqm | |
| 29 | 29 | Painting Two Coats on New Concrete Surfaces\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 644.16 | Sqm | |
| 30 | 30 | TOTAL CONSTRUCTION COST | 1 | Rs | |
| 31 | 31 | ADD GST @ 12 % | 1 | Rs | |
| 32 | 32 | Schedule - 2 :- | |||
| 33 | 33 | 1st Year Maintenance | 1 | Year | |
| 34 | 34 | 2nd Year Maintenance | 1 | Year | |
| 35 | 35 | 3rd Year Maintenance | 1 | Year | |
| 36 | 36 | 4th Year Maintenance | 1 | Year | |
| 37 | 37 | 5th Year Maintenance | 1 | Year | |
| 38 | 38 | TOTAL MAINTENANCE COST | 1 | Rs | |
| 39 | 39 | ADD GST @ 12 % | 1 | Rs | |
| 40 | 40 | GOH UPHARA ROAD ARANDA BASAWANPUR TO GAMHARI \nSchedule-1 Initial Rectification including Surface Renewal:- | |||
| 41 | 41 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I | 0.6 | Ha | |
| 42 | 42 | Scarifying Existing Bituminous Surface \nConstruction of Subgrade and Earthen Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 487.5 | Cum | |
| 43 | 43 | Construction of Subgrade and Earthen ShouldersConstruction 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 Clause 303.1. | 1125 | Cum | |
| 44 | 44 | Granular Sub-base with Well Graded Material (Table 400.1)( By mix in place method ) For Grading I Material\nConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 37.224 | Cum | |
| 45 | 45 | WBM Grading 2 ( By Mechanical Means)\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 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 as per Technical Specification Clause 405. | 73.856 | Cum | |
| 46 | 46 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 110.784 | Cum | |
| 47 | 47 | Prime Coat (Low porosity)\nProviding and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1477.12 | Sqm | |
| 48 | 48 | Tack Coat\nProviding 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 as per Technical Specification Clause 503. | 1704.38 | Sqm | |
| 49 | 49 | Patch work over WBM using Mix seal surface for bituminous and Existing CC Pavement WITH Waste Piastic\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. | 1704.38 | Sqm | |
| 50 | 50 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 5681.25 | Sqm | |
| 51 | 51 | Semi-Dense Bituminous Concrete\nProviding and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 508 complete in all respects. | 142.036 | Cum | |
| 52 | 52 | Kilometre stone \nReinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.\n | |||
| 53 | 53 | i) 5th km stone | |||
| 54 | 54 | ii) Km stone | 3 | No. | |
| 55 | 55 | iii) 200 m stone | 6 | No. | |
| 56 | 56 | Direction and Place Identification signs with size more than 0.9 sqm size board\nProviding and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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 1701. | 0.96 | Sqm | |
| 57 | 57 | Retro-reflectorised Traffic Signs\nProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | |||
| 58 | 58 | 600 mm equilateral & triangle | 6 | No. | |
| 59 | 59 | 600 mm circular | 3 | No. | |
| 60 | 60 | 600 mm x 450 mm rectangular | 4 | No. | |
| 61 | 61 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface\nProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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. | |||
| 62 | 62 | At Edge for BT Portion | 300 | Sqm | |
| 63 | 63 | (I)Providing and Fixing 'Logo' of Maintenance Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | 2 | No. | |
| 64 | 64 | Guard stones/boundary stones/gaurdrails\nGuard stones/boundary stones/gaurdrails Painting,guard stones,boundary stones and guardrail | 40 | No. | |
| 65 | 65 | Brick Masonary in C.M.(1:3) in parapet\nBrick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4 | 14.4 | Cum | |
| 66 | 66 | Plastering with cement mortar (1:4)\nPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 100.8 | Sqm | |
| 67 | 67 | Painting Two Coats on New Concrete Surfaces\nPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | 292.8 | Sqm | |
| 68 | 68 | ADD GST @ 12 % | 1 | Rs | |
| 69 | 69 | ADD LABOUR CESS @ 1 % | 1 | Rs | |
| 70 | 70 | Schedule - 2 :- | |||
| 71 | 71 | 1st Year Maintenance | 1 | Year | |
| 72 | 72 | 2nd Year Maintenance | 1 | Year | |
| 73 | 73 | 3rd Year Maintenance | 1 | Year | |
| 74 | 74 | 4th Year Maintenance | 1 | Year | |
| 75 | 75 | 5th Year Maintenance | 1 | Year | |
| 76 | 76 | ADD GST @ 12 % | 1 | Rs | |
| 77 | 77 | ADD LABOUR CESS @ 1 % | 1 | Rs |
AI Tender Summary
Tender Timeline
Jul 02, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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