Tender For Civil Works - Road Works :-Mr-N/19-20 Triveniganj/01
Tender Value
2.18 Crore
Estimated cost
Bid Submission
27 Aug 2019
0 days left
EMD
4.37 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
TRIVENIGANJ → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Works - Road Works :-Mr-N / 19-20 Triveniganj / 01
BOQ
| Name of Work: MR-N19-20 TRIVENIGANJ01 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Schedule - 1\n( Initial Rectification Including Surface Renewal ) | |||
| 2 | 2 | NH-106 Maheshpur-Thari Bhawanipur | |||
| 3 | 3 | 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 | 0.69 | Ha | |
| 4 | 4 | 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 Clause 303.1. | 4140 | Cum | |
| 5 | 5 | Grading II Material:-Construction 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. | 182.17 | Cum | |
| 6 | 6 | WBM Grading 2 ( By Mechanical Means) :-Providing, 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. | 129.79 | Cum | |
| 7 | 7 | WBM Grading 3 ( By Mechanical Means):- Providing, 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. | 192.19 | Cum | |
| 8 | 8 | Prime Coat Providing 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. | 2562.53 | Sqm | |
| 9 | 9 | MSS - Waste Plastic -Providing, 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. | 2562.53 | Sqm | |
| 10 | 10 | Tack Coat Providing 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. | 15629.4 | Sqm | |
| 11 | 11 | Providing 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. | 326.67 | Cum | |
| 12 | 12 | Kilometre stone | |||
| 13 | 13 | Reinforced 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. | |||
| 14 | 14 | i) 5th km stone | 1 | No. | |
| 15 | 15 | ii) Km stone | 2 | No. | |
| 16 | 16 | iii) 200 m stone | 13 | No. | |
| 17 | 17 | Retro-reflectorised Traffic SignsProviding 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. | 3.84 | Sqm | |
| 18 | 18 | Providing 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 | 68 | Nos | |
| 20 | 20 | 600 mm circular | 16 | Nos | |
| 21 | 21 | 600 mm x 450 mm rectangular | 8 | Nos | |
| 22 | 22 | 900 mm side octagon | 5 | Nos | |
| 23 | 23 | Providing and laying Rumble Strip with road studs and Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | |||
| 24 | 24 | Thermoplastic paint | 9 | Sqm | |
| 25 | 25 | Road strips | 84 | Nos | |
| 26 | 26 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 112 | Nos | |
| 27 | 27 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 352 | per cm height per letter | |
| 28 | 28 | 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 | 138 | Each | |
| 29 | 29 | Providing 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. | |||
| 30 | 30 | At Edge for BT Portion | 690 | Sqm | |
| 31 | 31 | Pedestrian Crossing(2 m in length and providing at 50 cm apart) | 30 | SQm | |
| 32 | 32 | 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. | |
| 33 | 33 | RCC Slab Culvert (2 x 5 x 3) | |||
| 34 | 34 | Brick 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 | 7.68 | cum | |
| 35 | 35 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 52.16 | sqm | |
| 36 | 36 | Painting 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 | 138.56 | sqm | |
| 37 | 37 | Hume Pipe 1X1000 mm dia | |||
| 38 | 38 | Brick 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 | 11.8 | cum | |
| 39 | 39 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 82.56 | sqm | |
| 40 | 40 | Painting 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 | 239.04 | sqm | |
| 41 | 41 | 1x 1.5x 1.5 RCC SLAB CULVERT | |||
| 42 | 42 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 75.84 | sqm | |
| 43 | 43 | Painting 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 | 214.08 | sqm | |
| 44 | 44 | Nirmali Chowk To Jolhaniya Via Thakurbari Keshav Nagar | |||
| 45 | 45 | 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 | 0.46 | Ha | |
| 46 | 46 | 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 Clause 303.1. | 3170.7 | Cum | |
| 47 | 47 | Grading II Material:-Construction 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. | 81.25 | Cum | |
| 48 | 48 | WBM Grading 2 ( By Mechanical Means) :-Providing, 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. | 67.14 | Cum | |
| 49 | 49 | WBM Grading 3 ( By Mechanical Means):- Providing, 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. | 119.09 | Cum | |
| 50 | 50 | Prime Coat Providing 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. | 1587.86 | Sqm | |
| 51 | 51 | MSS - Waste Plastic -Providing, 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. | 1725.67 | Sqm | |
| 52 | 52 | Tack Coat Providing 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. | 10436.9 | Sqm | |
| 53 | 53 | Providing 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. | 217.79 | Cum | |
| 54 | 54 | Kilometre stone | |||
| 55 | 55 | Reinforced 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. | |||
| 56 | 56 | i) 5th km stone | 1 | No. | |
| 57 | 57 | ii) Km stone | 1 | No. | |
| 58 | 58 | iii) 200 m stone | 9 | No. | |
| 59 | 59 | Retro-reflectorised Traffic SignsProviding 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. | 1.92 | Sqm | |
| 60 | 60 | Providing 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 | |||
| 61 | 61 | 600 mm equilateral & triangle | 48 | Nos | |
| 62 | 62 | 600 mm circular | 10 | Nos | |
| 63 | 63 | 600 mm x 450 mm rectangular | 2 | Nos | |
| 64 | 64 | 900 mm side octagon | 4 | Nos | |
| 65 | 65 | Providing and laying Rumble Strip with road studs and Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface | |||
| 66 | 66 | Thermoplastic paint | 9 | Sqm | |
| 67 | 67 | Road strips | 48 | Nos | |
| 68 | 68 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | 64 | Nos | |
| 69 | 69 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 176 | per cm height per letter | |
| 70 | 70 | 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 | 82 | Each | |
| 71 | 71 | Providing 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. | |||
| 72 | 72 | At Edge for BT Portion | 460 | Sqm | |
| 73 | 73 | Pedestrian Crossing(2 m in length and providing at 50 cm apart) | 24 | SQm | |
| 74 | 74 | 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. | |
| 75 | 75 | Hume Pipe 1X1000 mm dia | |||
| 76 | 76 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 20.64 | sqm | |
| 77 | 77 | Painting 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 | 59.76 | sqm | |
| 78 | 78 | 1x 5x 3 RCC SLAB CULVERT | |||
| 79 | 79 | Brick 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 | 10.08 | cum | |
| 80 | 80 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 68.16 | sqm | |
| 81 | 81 | Painting 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 | 178.56 | sqm | |
| 82 | 82 | 1x 1.5x 1.5 RCC SLAB CULVERT | |||
| 83 | 83 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 25.28 | sqm | |
| 84 | 84 | Painting 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 | 71.36 | sqm | |
| 85 | 85 | RCC Slab Culvert (1 x 5 x 3) | |||
| 86 | 86 | Brick 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 | 5.28 | cum | |
| 87 | 87 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 36.16 | sqm | |
| 88 | 88 | Painting 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 | 98.56 | sqm | |
| 89 | 89 | QUANTITY FOR NEW H.P. CULVERT | |||
| 90 | 90 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 29.8 | Cum | |
| 91 | 91 | 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 | 4.6 | Cum | |
| 92 | 92 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) | 30.79 | Cum | |
| 93 | 93 | Providing and laying RCC pipe NP-3 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 | |
| 94 | 94 | Painting on Parapet Wall (Black & White Strips) Painting 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 | 20.64 | Sqm | |
| 95 | 95 | QUANTITY & COST ESTIMATE FOR CONSTRUCTION OF PROTECTION WALL | |||
| 96 | 96 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 108 | cum | |
| 97 | 97 | 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 | 11.2 | cum | |
| 98 | 98 | Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 | 104.8 | Cum | |
| 99 | 99 | Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20 | 2.4 | Cum | |
| 100 | 100 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 face complete as per drawing and technical specification | 80 | nos | |
| 101 | 101 | Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications | 112 | sqm | |
| 102 | 102 | GST @ 12 % ON Schedule - 1\n( Initial Rectification Including Surface Renewal ) | 1 | RS | |
| 103 | 103 | LABOUR CESS GST @ 1 % ON Schedule - 1\n( Initial Rectification Including Surface Renewal ) | 1 | RS | |
| 104 | 104 | Schedule - 2\n(Maintenance) | |||
| 105 | 105 | NH-106 Maheshpur-Thari Bhawanipur | 20 | Quaterly | |
| 106 | 106 | Nirmali Chowk To Jolhaniya Via Thakurbari Keshav Nagar | 20 | Quaterly | |
| 107 | 107 | GST @ 12% ON (PART B) Maintenance | 1 | RS | |
| 108 | 108 | LABOUR CESS @ 1% ON (PART B) Maintenance | 1 | RS |
AI Tender Summary
Tender Timeline
Aug 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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