Public Works Roads Department has published J.D. (P.K.) Road From Green Field Near Paglababa Mandir To Narabari Construction Of Jd (Pk) Road From Green Field Near Paglababa Mandir To Narabari Girls College With Drain And Steel Railing Along With Cycling, Divider, Pedestrians Zebra Crossing And Cc T. Submission Date for this Tender is 22-06-2021. Road Work Tenders in Kokrajhar Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Jun-2021 | Time extension | Date | 22-06-2021 |
| 2 | 17-Jun-2021 | Submission of bid | Other | 22-06-2021 |
| 3 | 18-Jun-2021 | Corrigendum regarding JV | Technical Bid | 22-06-2021 |
| Sl. No. | Item Description |
| 1 | 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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness |
| 2 | 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 requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt) i) From Private land. |
| 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders 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 (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt) i) From Private land. |
| 4 | Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder( Average 150mm filling )to the design level by adding fresh approved soil and compacting it with appropriate equipment.) |
| 5 | Excavation in Soil by Manual Means. (a) (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead |
| 6 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 :: ii) For grading II materials |
| 7 | 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 ) |
| 8 | Providinglaying spreadingandcompactingstoneaggregate ofspecificsizestowaterboundmacadamspecificationincluding spreadinginuniformthicknesshandpackingrollingwith smooth wheel Roller 80-100kn instagestoproper gradeand camber, applying and brooming stone screening/binding materials to fill up the interstices for coares aggregate, watering and compacting to the required density. (With carriage, lead & lift up to site) (A) By manual means. Grading-II |
| 9 | Providinglaying spreadingandcompactingstoneaggregate ofspecificsizestowaterboundmacadamspecificationincluding spreadinginuniformthicknesshandpackingrollingwith smooth wheel Roller 80-100kn instagestoproper gradeand camber, applying and brooming stone screening/binding materials to fill up the interstices for coares aggregate, watering and compacting to the required density. (With carriage, lead & lift up to site) (A) By manual means.Grading-III |
| 10 | 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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ((With carriage, lead & lift up to site) ) |
| 11 | 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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) With bitumen emulsion-CSS-1( IS-8887-2004 ) |
| 12 | 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 cost of testing of materials at site and laboratory as directed by the deptt.) (ii) With bitumen emulsion-CSS-1( IS-8887-2004 ) (III) Granular surface treated with primer |
| 13 | 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 and filler transporting the hot miox to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect.( including all lead and lift up to site) (Including cost of testing of materials at site and laboratory as directed by the deptt.) A. With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) |
| 14 | Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of soecified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 509 complete in all respect. (( including all lead and lift up to site) (Including cost of testing of materials at site ) (Including cost of testing of materials at site and laboratory as directed by the Deptt.) |
| 15 | Providingand laying interlocking concrete block pavement(ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed b) 100mm thick interlocking precast block having compressive strength of 50N/sq.mm. |
| 16 | Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork. :: (N) Withot plasticizer :: (B) PCC Grade M-20. |
| 17 | Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand) |
| 18 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 60cm equilateral traingle |
| 19 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii) 60cm circular |
| 20 | 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 and conforming to the MoSrt&H specifications |
| 21 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’sfixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance |
| 22 | Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recomrecommended by manufacturer under the supervision of their competent technician). a) Bi-directional Stud. |
| 23 | 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 lift and lead of 1000 metres) :: (i) Lime/Cement concrete :: (I) By manual means :: B) Cement concrete grade M-15 & M-20. |
| 24 | Height increase of Brick drain upto 500mm with first class brick masonary work in 1:3 with 250 mm thick side walls and plastering with cement morter 1:3 complete as per drawing and technical specification. |
| 25 | Providing pre-cast RCC slab 100mm thick and 1.50 m over all span, over drain for footpath with concrete mix M-25, reinforced with TMT bar as perdrawing and technical specification with nominal shuttering curing etc.including fixing in position as directed. |
| 26 | Clearing pucca drain and transporting the drain clearing materials upto a lead of 2.00km including labours and vehicles as directed |
| 27 | Providing, fitting and fixing mild steel Railing complete as per drawing and technical specification. |
| 28 | Painting on concrete surface (Providing and applying 2 coats ofwater based cement paint to unplastered concrete surface aftercleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) :: A) Plain surface |
| 29 | Painting on concrete surface (Providing and applying 2 coats ofwater based cement paint to unplastered concrete surface aftercleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) B) For RCC Railing |
| 30 | Installation of CCTV Wiring to5 a pin 6Amps plug point with 1.50 sq.mm. PVC isulated single core unsheated industrial (Multistand) cable FRconforming to IS 694----------When placed elsewhere:: 1.2.2. Medium point up to 6.00m length. |
| 31 | Wiring for 5/6 pin 16amps plug point with 4 sq.mm. PVC isulated single coreunsheated industrial (Multistand) cable FRconforming to IS 694:1990-------- as required complete :: 1.3.3 Long point up to 10.00m length. |
| 32 | Wiring for drawing sub main line with 2 x 1.5 sq.mm. PVC isulated single coreunsheated industrial (Multistand) cable FRconforming to IS 694:1990-------- as specified and directed by the deptt. :: :: 1.7.1 with 2 x 1.5 sq.mm cable in flat 19 mm ISI Marked casing and capping system. |
| 33 | Wiring for drawing sub main line with 2 x 1.5 sq.mm. PVC isulated single coreunsheated industrial (Multistand) cable FRconforming to IS 694:1990-------- as specified and directed by the deptt. :: :: 1.8.1 with 2 x 2.5 sq.mm + earth continuously with 1 x 1.5 sq.mm in flat 19mm ISI marked casing "n" capping system |
| 34 | 1.8.2 With 2 x 4 sq.mm + earth continuty with 1 x 2.5 sq.mm in flat 19mm ISI marked casing "n" capping system |
| 35 | Supplying, installation testing and commissioning of High Resolution vandal-Resistant Dome Camera, 1/3"" CCD---------/PANASONIC MAKE). |
| 36 | Supplying, installation testing and commissioning of 1/3"" super HAD colour CCD, Built in 3.6 x (2.8-10mm) vertical lens with auto iris, day & night---------/PANASONIC MAKE). |
| 37 | Supplying, installation testing and commissioning of 1/2"" Ex-view HAD colour CCD, extended Dynamic range(XDR)---------/PANASONIC MAKE). |
| 38 | Supplying, installation testing and commissioning of of 22" LCD TFT Screen (SAMSUNGball/LG/MITASHI MAKE). |
| 39 | Supplying, installation testing of UTP CAT 6 without PVC Conduit |
| 40 | Supplying installation testing and commissioning of 24 port L2 PoE Switch |
| 41 | Supplying installation testing and commissioning of Hard Disk for DVR 2TB (SEAGATE/WD make) |
| 42 | Supplying installation testing and commissioning of 10 KVA Numeric digital 1000HR Line interactive UPS System |
| 43 | Providing and supplying of 200 AH Battery and as directed by the engineer. |
| 44 | Providing and supplying of CC TV Rack as directed by the engineer. |
| 45 | Providing and supplying of Switch Rack as directed by the engineer. |
| 46 | Construction of 6M Slab Culvert 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 suitablematerial:: V) Marshy soil.:: A) Manual means :: b) With dewatering |
| 47 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications. :: (ii) PCC Grade M-15 |
| 48 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications :: (B) PCC Grade M-20 |
| 49 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications:: E) RCC Grade M-25 |
| 50 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 51 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications |
| 52 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 53 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 54 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 55 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 :: A) With crushed stone |
| 56 | Constrn. of Double HPC Earth work in excavation of foundation of structures up to 3m depth as per drawings and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing (i) Ordinary soil |
| 57 | Plain Cement Concrete M10 (1:3:6 nominal mix) in leveling course to below open Foundation of head walls as per drawing & Technical Specification Clause 1109 PCC Grade M10 ( i ) Nominal mix 1:3:6 |
| 58 | Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specifications Clause -600,1202 & 1203 (A) Brick masonry in 1:4 cement mortar |
| 59 | Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular materials in double 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 Clause-1106 B. 1000 mm dia. |
| 60 | Plastering with cement morter(1:4) 15mm thick on brick work in sub-structure as per technical specification Clause 613.4 & 1204 |
| 61 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 :: ii) For grading II materials |
| 62 | Providing weepholes in brick masonry/stone masonry, plain reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 63 | Construction RCC Box Culvert 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 suitablematerial. I. Ordinary soil |
| 64 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand filling |
| 65 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 66 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel IV. R.C.C grade M 20 |
| 67 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel III. P.C.C grade M 20 (i) Nominal mix 1:2:4 |
| 68 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel IV. R.C.C. grade M 25 (i) For height up to 5m |
| 69 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 70 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar(Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 71 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 72 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 A.Granular material |
| 73 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel II. R.C.C M 25 (a) Height up to 5m |
| 74 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 75 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3B. With Natural Gravel |
| 76 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 77 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 III.Cement concrete grade M 10 |
| 78 | Drainage Spouts complete as per drawing and Technical specification |
| 79 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. |
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