Br23rc-134 Ws Work In Km 0 . 00 To 10 . 050 In Aurai-Jale Road Under Pmgsy ( Rcp Lwe ) In Road Construction Department , Road Division No-2 , Muzaffarpur For The Year 2017-18
Tender Value
13.74 Crore
Estimated cost
Bid Submission
24 Sep 2019
0 days left
EMD
27.49 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
MINAPUR → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Br23rc-134 Ws Work In Km 0 . 00 To 10 . 050 In Aurai-Jale Road Under Pmgsy ( Rcp Lwe ) In Road Construction Department , Road Division No-2 , Muzaffarpur For The Year 2017-18
BOQ
| Name of Work: Bill of Quantity for Widening & Strengthening from single lane to Intermediate lane Aurai to Jale Road under RCPLWE from Km 0.00 to 10.05 for the year 2017-18 IN MUZAFFARPUR - II DIVISION. (Pkg no.- BR23RC 134) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps. Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Lead upto 1000 m. Girth above 300 mm to 600 mm. Including GST @12% and Labour cess @ 1%. | 44 | Each | |
| 2 | 2 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps. Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Lead upto 1000 m. Girth above 600 mm to 900 mm. Including GST @12% and Labour cess @ 1%. | 33 | Each | |
| 3 | 3 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps. Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Lead upto 1000 m. Including GST @12% and Labour cess @ 1%. Girth above 900 mm to 1800 mm | 22 | Each | |
| 4 | 4 | Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps. Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. Lead upto 1000 m. Including GST @12% and Labour cess @ 1%. Girth above 1800 mm to 2700 mm | 12 | Each | |
| 5 | 5 | Clearing and Grubbing Road Land. Clearing 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 earlier and 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 as per clause 201. Including GST @12% and Labour cess @ 1%. By Mechanical Means in area of light jungle. | 4.61 | Hect | |
| 6 | 6 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.). Including GST @12% and Labour cess @ 1%. | 30255 | Sqm | |
| 7 | 7 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m). Including Royality @ Rs. 22.00 per cum but excluding the cost of watering, rolling & compaction. Including GST @12% and Labour cess @ 1%. | 6811.08 | Cum | |
| 8 | 8 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2). Rolling with vibratory roller. Including GST @12% and Labour cess @ 1%. | 4087 | Cum | |
| 9 | 9 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). Rolling with smooth wheeled roller. Including GST @12% and Labour cess @ 1%. | 14797 | Cum | |
| 10 | 10 | Granular Sub-base with Well Graded Material (Table 400.1). By Mix in Place Method. 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. For Grading I Material. Including GST @12% and Labour cess @ 1%. | 3678.43 | Cum | |
| 11 | 11 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.). Including GST @12% and Labour cess @ 1%. | 792.16 | Cum | |
| 12 | 12 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ). Including GST @12% and Labour cess @ 1%. | 1458.6 | Cum | |
| 13 | 13 | Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Including GST @12% and Labour cess @ 1%. | 7097.82 | Cum | |
| 14 | 14 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.). Including GST @12% and Labour cess @ 1%. | 45261.5 | Sqm | |
| 15 | 15 | Tack coat. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including GST @12% and Labour cess @ 1%. | 90523 | Sqm | |
| 16 | 16 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects). for GradingII(19 mm nominal size). Including GST @12% and Labour cess @ 1%. | 2263.07 | Cum | |
| 17 | 17 | Semi - Dense Bituminous Concrete (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 % 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). for GradingII(10 mm nominal size). Including GST @12% and Labour cess @ 1%. | 1174 | MT | |
| 18 | 18 | Excavation for Structures (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). Ordinary soil. Mechanical Means. Depth upto 3 m. Including GST @12% and Labour cess @ 1%. | 820.08 | Cum | |
| 19 | 19 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Including GST @12% and Labour cess @ 1%. | 204.54 | Cum | |
| 20 | 20 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20. Including GST @12% and Labour cess @ 1%. | 968.9 | Cum | |
| 21 | 21 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. Including GST @12% and Labour cess @ 1%. | 23.55 | Cum | |
| 22 | 22 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. Including GST @12% and Labour cess @ 1%. | 94.5 | Cum | |
| 23 | 23 | Drainage Spouts complete as per drawing and Technical specification. Including GST @12% and Labour cess @ 1%. | 12 | Nos | |
| 24 | 24 | 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, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. Including GST @12% and Labour cess @ 1%. | 57.6 | M | |
| 25 | 25 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. Including GST @12% and Labour cess @ 1%. | 37 | MT | |
| 26 | 26 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3. Including GST @12% and Labour cess @ 1%. | 11.4 | Cum | |
| 27 | 27 | 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. Including GST @12% and Labour cess @ 1%. | 149.7 | Cum | |
| 28 | 28 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. Including GST @12% and Labour cess @ 1%. | 108.48 | Cum | |
| 29 | 29 | 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. Including GST @12% and Labour cess @ 1%. | 2260 | Nos | |
| 30 | 30 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Including GST @12% and Labour cess @ 1%. | 216 | Sqm | |
| 31 | 31 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Sandy material - coarse Sand. Including GST @12% and Labour cess @ 1%. | 60 | Cum | |
| 32 | 32 | Filler joint. Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. Including GST @12% and Labour cess @ 1%. | 65.4 | M | |
| 33 | 33 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days). Including GST @12% and Labour cess @ 1%. | 166.4 | Cum | |
| 34 | 34 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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). Including GST @12% and Labour cess @ 1%. | 2259.04 | Sqm | |
| 35 | 35 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing). Including GST @12% and Labour cess @ 1%. | 1.8 | Sqm | |
| 36 | 36 | Retro- reflectorised Traffic signs (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). 80 mm x 60 mm rectangular. Including GST @12% and Labour cess @ 1%. | 38 | Each | |
| 37 | 37 | Retro- reflectorised Traffic signs (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). 60 cm x 45 cm rectangular. Including GST @12% and Labour cess @ 1%. | 30 | Each | |
| 38 | 38 | Retro- reflectorised Traffic signs (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). 80 mm x 60 mm rectangular. Including GST @12% and Labour cess @ 1%. | 32 | Each | |
| 39 | 39 | Retro- reflectorised Traffic signs (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). 60 cm equilateral triangle. Including GST @12% and Labour cess @ 1%. | 15 | Each | |
| 40 | 41 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc). Including cess @ 1% .& GST @ 12 % \n5th km stone (Precast) | 2 | Each | |
| 41 | 42 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc). Including cess @ 1% .& GST @ 12 % \nOrdinary km stone (Precast) | 8 | Each | |
| 42 | 43 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc). Including cess @ 1% .& GST @ 12 % \nHectometer stone (Precast) | 40 | Each | |
| 43 | 44 | S/F/F of Rail Pole 13 M | 28 | No | |
| 44 | 45 | S/F/F of 11 KV V Cross Arm | 20 | No | |
| 45 | 46 | S/F/F of 11 KV Top Bracket | 20 | No | |
| 46 | 47 | S/F/F of Back clamp for Top bracket rail Pole | 20 | No | |
| 47 | 48 | S/F/F of Back clamp for V Top bracket rail Pole | 20 | No | |
| 48 | 49 | S/F/F of 11 KV DP Channel | 2 | Set | |
| 49 | 50 | S/F/F of Support clamp for DP /AB switch/HG Fuse Channel | 12 | pair | |
| 50 | 51 | S/F/F of 11 KV cross bracing | 2 | Set | |
| 51 | 52 | S/F/F of Pcaking piece for rail pole | 24 | No | |
| 52 | 53 | S/F/F of Clamp for cross bracing Top | 4 | No | |
| 53 | 54 | S/F/F of Clamp for cross bracing-bottom | 4 | No | |
| 54 | 55 | S/F/F of 11KV pin insulator with pin | 78 | Set | |
| 55 | 56 | S/F/F of 11KV disc insulator with H/W fitting | 21 | Set | |
| 56 | 57 | S/F/F of Stay set (1800x20mm) with 7/12 G.I wire | 88 | Set | |
| 57 | 58 | S/F/F of Angle stay clamp | 24 | Pair | |
| 58 | 59 | S/F/F of Side stay clamp | 64 | pair | |
| 59 | 60 | S/F/F of Stay Guy insulator | 88 | No | |
| 60 | 61 | S/F/F of ACSR rabbit conductor | 4.8 | Km | |
| 61 | 62 | S/F/F of Guard and lessing as per REC dorection Guard bracket | 22 | No | |
| 62 | 63 | S/F/F of G.I wire No--8 | 540 | Kg | |
| 63 | 64 | S/F/F of M.S nuts and bolt (as per recuirement) | 190 | Kg | |
| 64 | 65 | P.C.C. M15 in open foundation | 12.6 | M3 | |
| 65 | 66 | S/F/F of Tranformer base and AB switch channel | 4 | Set | |
| 66 | 67 | S/F/F of HG fuse base channel | 2 | Set | |
| 67 | 68 | S/F/F of TR belting complete set | 2 | set | |
| 68 | 69 | S/F/F of Support clamp for rail pole base channel | 4 | pair | |
| 69 | 70 | S/F/F of 11 KV AB switch 200 Amp | 2 | Set | |
| 70 | 71 | S/F/F of 11 KV HG fuse set | 2 | Set | |
| 71 | 72 | S/F/F of Shackle insulator with strip | 32 | Nos | |
| 72 | 73 | S/F/F of earthing pipe | 4 | Nos | |
| 73 | 74 | S/F/F of 11 KV lightening arrester | 2 | Set | |
| 74 | 75 | S/F/F of Danger Board | 2 | Nos | |
| 75 | 76 | S/F/F of LT distubtion BOX | 2 | Nos | |
| 76 | 77 | S/F/F of Connector | 2 | Nos | |
| 77 | 78 | S/F/F of PSC pole 400 KG WL | 240 | Nos | |
| 78 | 79 | S/F/F of LT ariar bunch cable (three phase) | 0.8 | Km | |
| 79 | 80 | S/F/F of Propee cable Hook for PSC pole | 160 | Nos | |
| 80 | 81 | S/F/F of IT distubtion box | 160 | Nos | |
| 81 | 82 | Dismentling of PSc pole 200 Kg | 150 | Nos | |
| 82 | 83 | Dismentling of ACSR rabbit conductor | 4.5 | Km | |
| 83 | 84 | Dismentling of 11 KV V bracket | 17 | Nos | |
| 84 | 85 | Dismentling of 11 KV Top bracket | 17 | Nos | |
| 85 | 86 | Dismentling of 11 KV disc insulator with H/W fitting | 12 | Set | |
| 86 | 87 | Dismentling of back clamp for PSC pole | 34 | Nos | |
| 87 | 88 | Dismentling of Stay clamp | 8 | pair | |
| 88 | 89 | Dismentling of 11 KV pin insulator | 63 | Nos | |
| 89 | 90 | Dismentling of Stay wire no-8 | 40 | Kg | |
| 90 | 91 | Dismentling of 11 KV DP channel | 2 | Set | |
| 91 | 92 | Dismentling of Transformer base channel | 2 | Set | |
| 92 | 93 | Dismentling of Transformer Top channel | 2 | Set | |
| 93 | 94 | Dismentling of H/G Fuse channel | 2 | Set | |
| 94 | 95 | Dismentling of 11 KV disc insulator with H/W fitting | 6 | Set | |
| 95 | 96 | Dismentling of support clamp for PSC pole | 12 | Set | |
| 96 | 97 | Dismentling of Ab cable three phesh LT | 1 | Km | |
| 97 | 98 | Dismentling of ACSR wesal conductor | 3 | Km | |
| 98 | 99 | Dismentling of LT U clamp | 90 | Nos | |
| 99 | 100 | Dismentling of LT sakal/ pin insulator | 55 | Nos | |
| 100 | 101 | Dismentling of AB cable Single phesh LT | 5 | Km | |
| 101 | 102 | Dismentling of LT straight bracket | 10 | Nos | |
| 102 | 103 | Dismentling of Back clamp for LT bracket | 10 | Nos | |
| 103 | 104 | 1st year after completion of construction work | 10.05 | KM/Year | |
| 104 | 105 | 2nd year after completion of construction work | 10.05 | KM/Year | |
| 105 | 106 | 3rd year after completion of construction work | 10.05 | KM/Year | |
| 106 | 107 | 4th year after completion of construction work | 10.05 | KM/Year | |
| 107 | 108 | 5th year after completion of construction work | 10.05 | KM/Year |
AI Tender Summary
Tender Timeline
Sep 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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