Rehabilitation And Upgradation Of Road From Tuensang To Longleng Package I
Tender Value
88.56 Crore
Estimated cost
Bid Submission
16 Dec 2019
0 days left
EMD
88.57 Lakhs
Bank guarantee accepted
Document Fee
20000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Longleng → Nagaland
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Rehabilitation And Upgradation Of Road From Tuensang To Longleng Package I
BOQ
| Name of Work: Rehabilitation and Up gradation of road from Tuensang to Longleng - Package I | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Site Clearance and Dismantling | |||
| 2 | 2 | Clearing & grubbing road land i/c uprooting rank vegitation, grass,brushshrubs, saplings & trees of girth upto 300mm, removal of stumps, disposal of unserviceable material & stacking of serviceablematerials upto 100 m from road boundary | |||
| 3 | 3 | b)BY MANUAL MEANS: | |||
| 4 | 4 | i) In area of light jungle | 1.1 | 16.26 | Hectare |
| 5 | 5 | Cutting of trees i/c cutting of trunks,branches & removal of stumps i/c stackingof serviciable material within a lead of100m.& earth filling in the depression/pit | |||
| 6 | 6 | i) Girth from 300mm to 600mm | 1.2 | 33 | Each |
| 7 | 7 | ii) Girth above 600mm to 900mm | 1.3 | 15 | Each |
| 8 | 9 | Earthwork | |||
| 9 | 10 | Excavation in soil in hilly area by mechanical means including cutting and trimming | 1.5 | 567841 | Cum |
| 10 | 11 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. | |||
| 11 | 12 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. | 1.6 | 24163.6 | Cum |
| 12 | 13 | Excavation in Hilly Areas in Hard Rock Requiring Blasting | |||
| 13 | 14 | Excavation in hilly area in hard rock requiring blasting by mechanical means including trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres. | 1.7 | 12081.6 | Cum |
| 14 | 15 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drains and foundation of other structurtes graded and compacted to meet requirement of table 300-2 | 1.8 | 39944.1 | Cum |
| 15 | 16 | Construction of sub-grade and 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 | 1.9 | 60975 | Cum |
| 16 | 17 | Plant mix method (Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mix material to work site , spreading in uniform layers with motor grader on prepared surface an compacting with vibratory power roller to achieve the desired density, complete as per clause 401) | 2 | 43771.6 | Cum |
| 17 | 18 | Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water to OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper/dumper to site, laying uniform layers in base courses on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting, guarding, barricading and maintenance of diversion etc.. (By Mechanical Means) | 2.1 | 35178.9 | Cum |
| 18 | 19 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular\nBase including clearing of road surface and spraying primer using mechanical means. (A)On WBM/WMM surface @ 0.70- 1.00 kg/Sqm . | 2.2 | 156351 | Sqm |
| 19 | 20 | Providing and laying bituminous macadam with 60-80 TPH hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Bitumen @ 4 % | 2.3 | 7817.54 | Cum |
| 20 | 21 | Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.5 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. 509 complete in all respects,ii) Grading - II-13 mm (Nominal Size),(A) using Bitumen PMB70 | 2.4 | 4690.53 | Cum |
| 21 | 22 | Bridge 20 Meter | |||
| 22 | 23 | Earth work in exccavation of foundation for structures complete as per drawing and Technical Specification. | |||
| 23 | 24 | i) Depth upto 3m | 3 | 1170 | Cum |
| 24 | 25 | ii) Depth 3m to 6m | 3.1 | 1008 | Cum |
| 25 | 26 | iii) Above 6m to 10m depth | 3.2 | 1144 | Cum |
| 26 | 27 | Back filling behind abutment, wing wall and return wall | |||
| 27 | 28 | b) Good Sandy soil free from organic materials | 3.3 | 540 | Cum |
| 28 | 29 | Filter medium behind abutment, wing wall and return wall complete as per drawing and Technical specification | 3.4 | 800 | Cum |
| 29 | 30 | Pitching on slopes complete as per drawing and Technical | |||
| 30 | 31 | a) Stone | 3.5 | 57.6 | Cum |
| 31 | 32 | Placing gabions on abutment location on slope | 3.6 | 288 | Cum |
| 32 | 33 | Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of formwork as per drawing & Technical Spefication i/c cost of formwork | |||
| 33 | 34 | a)Foundation for Footing (M35) | 3.7 | 264 | Cum |
| 34 | 35 | i)Abutment M35m | 4 | 384 | Cum |
| 35 | 36 | b) Retaining walls return walls M 30 | 4.1 | 54 | Cum |
| 36 | 37 | c) R.C.C. Ginders M 40 | 4.2 | 72 | Cum |
| 37 | 38 | d) Deck Slab M 40 | 4.3 | 48.25 | Cum |
| 38 | 39 | e) P.C.C. (M 15) in footing and foundation | 4.4 | 24 | Cum |
| 39 | 40 | HYSD bar reinforment in sub structure complete as per\ndrawing and technical specification | |||
| 40 | 41 | a)Foundation footing M 35 | 4.5 | 32.84 | MT |
| 41 | 42 | b) Abutment M 35 | 4.6 | 16.96 | MT |
| 42 | 43 | c)Retaining walls, return walls M 30 | 4.7 | 6.49 | MT |
| 43 | 44 | HYSD bar reinforcement in sub stucture | |||
| 44 | 45 | a)R.C.C. Girders | 4.8 | 19.55 | MT |
| 45 | 46 | b)Deck Slab | 4.9 | 6.37 | MT |
| 46 | 47 | Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolurence of vertical rcc post not to Exceed 1 in 500 complete as per as technical specifications | 5 | 40 | LM |
| 47 | 48 | Supplying, fixing & fitting in position true to line and level elastomeric bearings conforming to IRC 83(part-ii) section ix complete with all accessories as per drawing and technical specification. | 5.1 | 45500 | CC |
| 48 | 49 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. | |||
| 49 | 50 | Ordinary soil | |||
| 50 | 51 | Manual Means (Depth upto 3 m) | 5.2 | 2840 | Cum |
| 51 | 52 | Plain cement concrete M-20 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or | 5.3 | 1050.8 | Cum |
| 52 | 53 | Surface drains in soil(Construction of unlined surface drains of average cross sectional area .40sqm in soil to specified lines grades, levels and dimensions to the requirement of clause 301 and 309. | 5.4 | 22889 | Meter |
| 53 | 54 | Construction Single Cell, Double Cell & Triple Cell Box Culvert | |||
| 54 | 55 | Ordinary soil | |||
| 55 | 56 | Mechanical Means (Depth upto 3 m) | 5.7 | 337.5 | Cum |
| 56 | 57 | Plain cement concrete M-15 mix with stone aggregates 20mm. nominal size mechanically mixed and vibrated in foundation upto depth of 1.5m. below ground / bed level and or 1.5m. above ground/bed level i/c formwork. | 5.8 | 169.959 | Cum |
| 57 | 58 | Reinforced cement concrete M-20 mix with stone aggrt. 20mm. nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering & laid in position. | 5.9 | 220.59 | Cum |
| 58 | 59 | Steel reinforcement for R.C.C. works including bending, binding and placing in position. | |||
| 59 | 60 | HYSD Bars | 6 | 13.72 | MT |
| 60 | 61 | Providing Traffic Sign Board & Road Mark | |||
| 61 | 62 | Kilo Metre stone (Reinforced cement concrete M15 Grade kilometre stone of standard design as per IRC 8-1980, Fixing in position\nincluding painting and printing etc) | |||
| 62 | 63 | 5th km stone(Precast ) | 6.1 | 5 | Nos |
| 63 | 64 | Ordinary kilometre stone(Precast) | 7 | 27 | Nos |
| 64 | 65 | Hectometer Stone(Precast) | 8 | 3 | Nos |
| 65 | 66 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing | |||
| 66 | 67 | 60 cm equilateral triangle | 9 | 27 | Each |
| 67 | 68 | 60 cm circular | 10 | 27 | Each |
| 68 | 69 | 60cm x 45cm rectangular | 11 | 183 | Each |
| 69 | 70 | Paintaing lines, Dashes, Arrow etc on Roads in two coats on New Work( Painting Lines, Dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming ti IS:164 on Bituminous surface, including cleaning the surface of all dirt and other foreign matter, demarcation at site and traffic control | 12 | 2731.01 | Sqm |
| 70 | 71 | Type -A \"W\" : Metal Beam crash barrier (providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground /road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150x75x5 mm, 330 mm long complete as per clause 810 | 13 | 960 | M |
| 71 | 72 | Protection Works | |||
| 72 | 73 | RR Breast wall - (2.1 m Height) | |||
| 73 | 74 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with\napproved material.) | 14 | 1323.88 | Cum |
| 74 | 75 | Providing and laying in position Plain Cement Concrete of Grade M 15 in breast wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100.. | 15 | 397.575 | Cum |
| 75 | 76 | Providing Stone Masonary (Stone Masonary work in cement mortar 1:3 in foundation complete as drawing and Technical\nSpecification) | 16 | 1052.76 | Cum |
| 76 | 77 | Providing weep holes in Brick masonry/Plain/Reinforced concrete 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 | 17 | 1140 | Nos |
| 77 | 78 | Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500. | 18 | 718.2 | Cum |
| 78 | 79 | RR Retaining wall (3 m - Height) | |||
| 79 | 80 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with\napproved material.) | 19 | 1540 | Cum |
| 80 | 81 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 20 | 461.25 | Cum |
| 81 | 82 | Providing Stone Masonary (Stone Masonary work in cement mortar 1:3 in foundation complete as drawing and Technical\nSpecification) | 21 | 1762.5 | Cum |
| 82 | 83 | Providing and laying in position Plain Cement Concrete grade M20 in wing wall, head wall, parapet wall and return wall all complete as per drawings and Technical Specifications Sections 1500, 1700, 2100 and 2200. | 22 | 165 | Cum |
| 83 | 84 | Providing weep holes in Brick masonry/Plain/Reinforced concrete 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 | 23 | 1000 | Nos |
| 84 | 85 | Providing and laying filter media behind breast wall, wing wall, retaining wall and return wall complete as per drawings and Technical Specifications Section 305 and 2500. | 24 | 900 | Cum |
| 85 | 86 | Pipe Culverts | |||
| 86 | 87 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | |||
| 87 | 88 | For Head wall | 26 | 1367.86 | Cum |
| 88 | 89 | For Pipe | 27 | 553.656 | Cum |
| 89 | 90 | Providing and laying in position Plain Cement Concrete of Grade M 15 in leveling course below foundations, approach slabs, return wall, wing wall, curtain wall and including protection works at U/S and D/S all complete as per drawings and Technical Specifications Sections 1500, 1700 and\n2700. | |||
| 90 | 91 | For Head wall | 28 | 178.42 | Cum |
| 91 | 92 | For Pipe | 29 | 49.67 | Cum |
| 92 | 93 | Providing and laying in position Plain Cement Concrete of Grade M 20 in Head wall all complete as per drawings and Technical Specifications Sections 1500, 1700 and 2100. | 30 | 1558.94 | Cum |
| 93 | 94 | Providing and laying in position Plain Cement Concrete of Grade M 20 in Catch Pit all complete as per drawings and Technical Specifications. | 31 | 45.6 | Cum |
| 94 | 95 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) | 32 | 590 | Rm |
| 95 | 96 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | |||
| 96 | 97 | 300mm thick dry stone pitching on slope | 33 | 2134.03 | Cum |
| 97 | 98 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and\nTechnical specification | 34 | 1068.76 | Cum |
| 98 | 99 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. | |||
| 99 | 100 | 300mm thick dry stone pitching for Apron | 35 | 309.26 | Cum |
AI Tender Summary
Tender Timeline
Dec 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 17, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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