Tender For Civil Works - Roads - Mr-2-Fulparas-02-2018
Tender Value
3.72 Crore
Estimated cost
Bid Submission
07 Jan 2021
0 days left
EMD
7.45 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
PHULPARAS → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
TENDER FOR Civil Works - Roads - Mr-2-Fulparas-02-2018
BOQ
| Name of Work: MR-2-Fulparas-02-2018. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | REPAIR OF ROAD FROM BERIYA TO PHULPARAS UNDER MR-3054 \nSchedule-1 Initial Rectification including Surface Renewal:- | |||
| 2 | 2 | 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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).\ni) Construction of subgrade in Flexible Pavement. For 1000 m lead @ 100 %\nii) Construction of subgrade in Rigid Pavement | 5364 | Cum | |
| 3 | 3 | Scarifying Existing Bituminous Surface \nScarifying 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. | 2897.34 | Sqm | |
| 4 | 4 | Granular Sub-base with Well Graded Material (Table 400.1)\n( 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. | 271.097 | Cum | |
| 5 | 5 | 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. | 215.15 | Cum | |
| 6 | 6 | 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. | 2897.34 | Sqm | |
| 7 | 7 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 26512.5 | Sqm | |
| 8 | 8 | Mix Seal Surfacing\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. | 26512.5 | Sqm | |
| 9 | 9 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 253.13 | Cum | |
| 10 | 10 | Cement Concrete Pavement \nConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 272.7 | Cum | |
| 11 | 11 | 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 | |||
| 12 | 12 | i) 5th km stone | 2 | No. | |
| 13 | 13 | ii) Km stone | 8 | No. | |
| 14 | 14 | iii) 200 m stone | 28 | No. | |
| 15 | 15 | Retro-reflectorised Traffic SignsProviding 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 | |||
| 16 | 16 | 600 mm equilateral & triangle, | |||
| 17 | 17 | Left Hand & Right Hand Curve | 22 | No. | |
| 18 | 18 | 600 mm x 450 mm rectangular, | |||
| 19 | 19 | Place Board | 18 | No. | |
| 20 | 20 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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.\nAt Edge for BT Portion | 1400 | Sqm | |
| 21 | 21 | At Edge for CC Portion | 90 | Sqm | |
| 22 | 22 | (I)Providing and Fixing 'Logo' of Maintenance Project \nProviding and fixing of typical MR 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 | 4 | No. | |
| 23 | 23 | Brick Masonary in C.M.(1:3) in parapetBrick 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 | 33.6 | Cum | |
| 24 | 24 | PCC M-20Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | |||
| 25 | 25 | Plastering with cement mortar (1:4)Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 116.48 | Sqm | |
| 26 | 26 | ADD GST @ 12 % | 1 | Rs | |
| 27 | 27 | ADD LABOUR CESS @ 1 % | 1 | Rs | |
| 28 | 28 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs | |
| 29 | 29 | 1st Year Maintenance | 7.45 | Km | |
| 30 | 30 | 2nd Year Maintenance | 7.45 | Km | |
| 31 | 31 | 3rd Year Maintenance | 7.45 | Km | |
| 32 | 32 | 4th Year Maintenance | 7.45 | Km | |
| 33 | 33 | 5th Year Maintenance | 7.45 | Km | |
| 34 | 34 | ADD GST @ 12 % | 1 | Rs | |
| 35 | 35 | ADD LABOUR CESS @ 1 % | 1 | Rs | |
| 36 | 36 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs | |
| 37 | 37 | REPAIR OF ROAD FROM ANDHRATHARI TO BERIYA (BERIYAGHAT TO PHULPARAS) UNDER MR-3054 \nSchedule-1 Initial Rectification including Surface Renewal:- | |||
| 38 | 38 | 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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).\ni) Construction of subgrade in Flexible Pavement. For 1000 m lead @ 100 %\nii) Construction of subgrade in Rigid Pavement | 3543.75 | Cum | |
| 39 | 39 | Scarifying Existing Bituminous Surface \nScarifying 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. | 2283.81 | Sqm | |
| 40 | 40 | Granular Sub-base with Well Graded Material (Table 400.1)\n( 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. | 213.688 | Cum | |
| 41 | 41 | 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. | 169.59 | Cum | |
| 42 | 42 | 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. | 2283.81 | Sqm | |
| 43 | 43 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 18937.5 | Sqm | |
| 44 | 44 | Mix Seal Surfacing\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. | 18937.5 | Sqm | |
| 45 | 45 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 140.63 | Cum | |
| 46 | 46 | Cement Concrete Pavement \nConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 151.5 | Cum | |
| 47 | 47 | 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 | |||
| 48 | 48 | i) 5th km stone | 2 | No. | |
| 49 | 49 | ii) Km stone | 6 | No. | |
| 50 | 50 | iii) 200 m stone | 19 | No. | |
| 51 | 51 | Retro-reflectorised Traffic SignsProviding 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 | |||
| 52 | 52 | 600 mm equilateral & triangle, | |||
| 53 | 53 | Left Hand & Right Hand Curve | 22 | No. | |
| 54 | 54 | 600 mm x 450 mm rectangular, | |||
| 55 | 55 | Place Board | 18 | No. | |
| 56 | 56 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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.\nAt Edge for BT Portion | 1000 | Sqm | |
| 57 | 57 | At Edge for CC Portion | 50 | Sqm | |
| 58 | 58 | (I)Providing and Fixing 'Logo' of Maintenance Project \nProviding and fixing of typical MR 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 | 4 | No. | |
| 59 | 59 | HPC 1000 MM DIA\nEarth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 29.798 | Cum | |
| 60 | 60 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 2.962 | Cum | |
| 61 | 61 | Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4 | 27.655 | Cum | |
| 62 | 62 | Providing and laying RCC pipe NP-4 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 | 7.5 | M | |
| 63 | 63 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 65.891 | Sqm | |
| 64 | 64 | Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I | 13.26 | Sqm | |
| 65 | 65 | Brick Masonary in C.M.(1:3) in parapetBrick 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 | 4.8 | Cum | |
| 66 | 66 | PCC M-20Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | |||
| 67 | 67 | Plastering with cement mortar (1:4)Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 16.64 | Sqm | |
| 68 | 68 | ADD GST @ 12 % | 1 | Rs | |
| 69 | 69 | ADD LABOUR CESS @ 1 % | 1 | Rs | |
| 70 | 70 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs | |
| 71 | 71 | 1st Year Maintenance | 5.25 | Km | |
| 72 | 72 | 2nd Year Maintenance | 5.25 | Km | |
| 73 | 73 | 3rd Year Maintenance | 5.25 | Km | |
| 74 | 74 | 4th Year Maintenance | 5.25 | Km | |
| 75 | 75 | 5th Year Maintenance | 5.25 | Km | |
| 76 | 76 | ADD GST @ 12 % | 1 | Rs | |
| 77 | 77 | ADD LABOUR CESS @ 1 % | 1 | Rs | |
| 78 | 78 | Add Seigniorage Fee @ 10% on Material Cost only | 1 | Rs |
AI Tender Summary
Tender Timeline
Jan 01, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 07, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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