Widening And Strengthening Reconstruction Of Pichhli On Potka Kudada Road To Damudih Chouk On Jadugora Hata Road Via Sankardah Chakri Banna On Sundarnagar Narwa Road For The Year 2021-22. Total Length 20.355 Km Widening And Strengthening Reconstruction Of
Tender Value
35.82 Crore
Estimated cost
Bid Submission
23 Mar 2022
0 days left
EMD
35.83 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
potka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Reconstruction Of Pichhli On Potka Kudada Road To Damudih Chouk On Jadugora Hata Road Via Sankardah Chakri Banna On Sundarnagar Narwa Road For The Year 2021-22. Total Length 20.355 Km Widening And Strengthening Reconstruction Of Pichhli On Potka Kudada Road To Damudih Chouk On Jadugora Hata Road Via Sankardah Chakri Banna On Sundarnagar Narwa Road For The Year 2021-22. Total Length 20.355 Km
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Mar-2022 | Corrigendum | Date | 23-Mar-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | RCD SOR 2.3(ii)(A)Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) |
| 2 | RCD SOR 2.1(i) Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm |
| 3 | RCD SOR 2.1(ii)Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 600 mm to 900 mm |
| 4 | RCD SOR 2.1(iii)Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 900 mm to 1800 mm |
| 5 | RCD SOR 2.1(iv)Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)Girth above 1800 mm |
| 6 | RCD SOR 2.14Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately) |
| 7 | NS .Removal of Hand Pumps all complete job as per specification and direction of E/I. |
| 8 | RCD SOR 2.4(ii)(B) Dismantling of brick work in cement morter do-do- all completer as per specification in direction in E/I. |
| 9 | RCD SOR 2.4(iii)(B) Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) Mesonary work |
| 10 | RCD SOR 2.4(i)(II)(A) Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) PCC M-15 and above |
| 11 | RCD SOR 2.4(i)(II)(B)Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) RCC M-20 and above |
| 12 | RCD SOR 2.4(ix) B Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. |
| 13 | RCD SOR 2.5(II)(A) Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Bituminous course by machnical means. |
| 14 | RCD SOR 2.6 Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement 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 up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 15 | RCD SOR 3.6(ii) Excavation for road work in soil with hydraulic excavator of 0.9 cumbucket 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 up to 1000 meter (including royalty etc@ Rs. 27.48 per m3 west ofwatering, rollingand compaction. |
| 16 | RCD SOR 3.17(i) Construction of embankment with approved materials deposited at side from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.(i) Rolling with vibratory roller |
| 17 | RCD SOR 3.16(i) Construction of embankment with a approved material obtained from borrow pits with all lifts and leads, transporting to side, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 18 | RCD SOR 4.2(i) Construction of Granular Sub-Base by providing Coarse Graded Material @ 1.2m3/m3, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) as per MOSRT&H specification 401 (5th revision) and direction of E/I. |
| 19 | RCD SOR 4.12 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 mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 20 | RCD SOR 5.1 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.) as per MoSRT&H specification 502 (5th revision) and as per direction of E/I. |
| 21 | RCD SOR 5.2Providing and applying Tack coat with bitumen emulsion using emlusion pressure distributor @0.20kg/m2on the prepared bituminous surface cleaned with mechanical broom as per MoSRT& H specification 502 (5th Revision) and as per direction of E/I. |
| 22 | RCD SOR 5.6 B (ii)Dense graded bituminous macadam ( providing & laying dense bituminous macadam with 100-120 TPH batch type HMP producing and average output of 75 tonnes per hour using crushed aggregated of specified grading, premixed, bituminous binder @ 4.0 to 4.5% weight of total mix of mix and filler, transporting the HOT MIX to work site laying a hydrostatic paver finisher with sensor control to the required code level and alignment, rollingwith smooth wheeled, vibratory and tandem rollers to achieved the desired compaction as per MoRT&H specification cl. no.507 complete in all respects ) with VG-30 Grade bulk bitumen. (ii) tou grading II(19mm nominal size) |
| 23 | RCD SOR 5.8 B (ii)Bituminous concrete (providing and laying bituminous concrete with 100-120 TPH batch type Hotmix plant producing on average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ of 5.4 to 5.7% of mix and filler transporting the hotmix to worksite laying with a hydrostatic paver finished with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per MoRT&H specification cl.no.509 complete in all respect) with Bulk VG-30bulk bitumen .(i) for grading - ii (10 mm nominal size) |
| 24 | RCD SOR 6.1Dry lean cement concrete sub-base (construction of dry lean cement concrete sub base overhead prepared sub grade with coarse and fine aggregate confirming to I.S. 383, the size of coarse aggregates not exceeding 25mm, aggregates cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not be less than 150kg/cum, optimum moisture contentto be determined during trial length construction, concrete strength not to be less then 10Mpa at 7 days, mixed in batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing ). |
| 25 | RCD SOR 6.2Cement 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 ) |
| 26 | RCD SOR 8.4 (i)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)90 cm equilateral triangle |
| 27 | RCD SOR 8.4 (vi) 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) 60cm x 60cm square |
| 28 | RCD SOR 8.4 (iv) 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) 80cm x 60cm rectungler |
| 29 | RCD SOR 8.5 (v) 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) 60cm x 45cm rectangular |
| 30 | RCD SOR 8.4 (iii)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)60cm circular |
| 31 | RCD SOR 8.4 (vii)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) 90 cm high octagonal |
| 32 | RCD SOR 8.5Direction 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) |
| 33 | RCD SOR 8.3 (ii)Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) |
| 34 | RCD SOR 8.13 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.) |
| 35 | RCD SOR 8.14(i)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)5th kilometre stone (precast) |
| 36 | RCD SOR 8.14 (ii) 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) Ordinary km stone |
| 37 | RCD SOR 8.15 Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 38 | RCD SOR 11.9 Planting of Trees and their Maintenance for one Year(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 mannure,planting the saplings,backfilling the trench,watering,fixing the tree guard and maintaining the plants for one year) |
| 39 | RCD SOR 8.23 A .Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) Metal Beam Crash Barrier |
| 40 | RCD SOR 12.1 IB (i) .Earth work in excavation of foundation tranches in hard soil - do - do- all complete job. |
| 41 | RCD SOR 12.8 A .Providing PCC M15 with nominal mix 1:2:4 in foundation do- do all complete job. |
| 42 | RCD SOR 12.7 (b)Providing RDRR stone masonry with (cm 1:3) in foundation in plinth do- do- all complete job. |
| 43 | RCD SOR 13.4 A.Providing RDRR stone masonry with (cm 1:3) in sub structure do- do all complete job. |
| 44 | RCD SOR 14.1 B case I (P) Providing RCC M25 in deck slab do- do all complete job. |
| 45 | RCD SOR 14.4 Providing RCC M-30 in wearing coat do- do all complete job. |
| 46 | RCD SOR 13.5 (B) (P)Providing PCC M-20 in various part of the structure do - do all complete job. |
| 47 | RCD SOR14.2 (a)Providing HYSD bar for RCC do -do all complete job. |
| 48 | RCD SOR 13.1 Providing designation 75 A brick work in (cm 1:3) foundation and plinth do- do all complete job. |
| 49 | RCD SOR 13.8 Providing 75 x 75 mm weep holes @ 1000mm C/C both horizontally and vertically do - do all complete job. |
| 50 | RCD SOR 13.3 Providing 12mm thick plaster with cm (1:3)do - do all complete job. |
| 51 | RCD SOR 8.8 Providing painting two coats over new plastered surface do - do all complete job. |
| 52 | RCD SOR 13.10 Providing Granular filter media do - do all complete job. |
| 53 | RCD SORL.S . Providing tar felt cushion under the deck slab do - do all complete job. |
| 54 | RCD SOR 14.18 (iii) Providing & fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans not exceeding 10.00 m to cater for a horizontal movement up to 20mm covered with sealant complete as per drawing and technical specification. |
| 55 | RCD SOR 14.18 (iv)Providing & filling joint sealing compound as per drawing and technical specification with coarse sand and 6% bitumen by weight. |
| 56 | RCD SORL.S. Numbering & writing the culvert number etc. do -do all complete job. |
| 57 | RCD SOR 15.4 A Providing & Laying Boulder in apron on river bed complete jobless then 40 kgas per specification. |
| 58 | RCD SOR 15.5Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 59 | RCD SOR 8.7 (A) Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) |
| 60 | RCD SOR 12.8 C case I Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificationsRCC Grade M20 |
| 61 | RCD SOR 12.40Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 62 | RCD SOR 12.4PCC 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.) |
| 63 | RCD SORN.S Fixing of Reflectiv Sheet |
| 64 | RCD SOR 13.5 E (P) case I Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M20 |
| 65 | RCD SOR 14.1 C case I (P)Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M 30 |
| 66 | RCD SOR 9.2 (A) Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/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 . ) |
| 67 | RCD SOR 13.5 F(D) case IPlain/Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsPCC Grade M25 |
| 68 | RCD SOR 15.8 (A) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Cement Concrete blocks Grade M15 |
| 69 | RCD SOR 15.11Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall |
| 70 | RCD SOR 13.10Providing 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. |
| 71 | RCD SOR 14.10PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 72 | RCD SOR 14.11Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationGrade M-30 |
| 73 | RCD SOR 14.9Drainage Spouts complete as per drawing and Technical specification |
| 74 | RCD SOR 8.22(i) Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) |
| 75 | Add 12 % GST (in Basic Rate must fill 12) |
| 76 | Add 1% Labour Cess (in Basic Rate must fill 1) |
AI Tender Summary
Tender Timeline
Mar 17, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 23, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 23, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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