Rural Works Division has published Construction Of Road From Shernup To Chaksom . Earthwork , Pavement , Carpeting , Plain And Rcc , Masonry Work , Finishing And Road Furniture Etc .. Submission Date for this Tender is 07-07-2020. Road Work Tenders in Tawang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Jul-2020 | Change in BOQ | Other | 07-07-2020 |
| 2 | 06-Jul-2020 | CHANGE IN TECHNICAL BID OPENING DATE | Date | 07-07-2020 |
| Name of Work: -ROAD FROM SHERNUP TO CHAKSOM | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB-HEAD: EARTH WORK/PAVEMENT | |||
| 2 | 1.01 | Removing mixed earth or rock slips including clearing the site within a lead of 50 m and upto 1.50 m lift. | BI01010001010000000000000515BI0100001593 | 4259.13 | cum |
| 3 | 1.02 | 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 side. a) Ordinary soil upto 3 m depth | BI01010001010000000000000515BI0100001593 | 655.9 | cum |
| 4 | 1.03 | 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. Ordinary rock (not requiring blasting)(i)Upto 3 m depth | BI01010001010000000000000515BI0100001593 | 1358.62 | cum |
| 5 | 1.04 | Excavation in soil in hilly area by manual means including cutting and trimming of sides slopes and disposing of excavated earth with a lift up to 1.50 m and lead upto 20 m as per drawing and techinical specification clouse 1603.1 | BI01010001010000000000000515BI0100001593 | 355.5 | cum |
| 6 | 1.05 | Dismantling of Kilometer Stones inculding of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical specification clause 202.\n(A) 5th Km stone\n | BI01010001010000000000000515BI0100001593 | 2 | Nos. |
| 7 | 1.06 | (B) Ordinary Km Stones | BI01010001010000000000000515BI0100001593 | 11 | Nos. |
| 8 | 1.07 | (C) 200 m Stones | BI01010001010000000000000515BI0100001593 | 45 | Nos. |
| 9 | 1.08 | Dismantaling of flexible pavements and disposal of dismantled upto a lead of 100 m, stacking serviceable and underviceable materials separtely as per Technical Specification Clause 202.\nBy mechanical means\n(A) Bituminous Courses | BI01010001010000000000000515BI0100001593 | 2455.37 | cum |
| 10 | 1.09 | 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. | BI01010001010000000000000515BI0100001593 | 23230.1 | cum |
| 11 | 1.1 | Construction of granular sub- Base by providing well graded material,spreading in uniform layers with motor grader on prepared surface,mixing by mixed in place in method with rotavatar at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per technical specification clause 401. (i) for grading I Material.\nFor Grading I Material | BI01010001010000000000000515BI0100001593 | 1302.81 | cum |
| 12 | 1.11 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.\nBy Manual Means | BI01010001010000000000000515BI0100001593 | 3282.24 | cum |
| 13 | 1.12 | 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.\nBy Manual Means | BI01010001010000000000000515BI0100001593 | 3308.12 | cum |
| 14 | 1.13 | 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 | BI01010001010000000000000515BI0100001593 | 35225.7 | Sqm. |
| 15 | 1.14 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001593 | 35225.7 | Sqm. |
| 16 | 1.15 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using CRRI-BitChem Cold Mix Binder(Tailor made) 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat.(Application: CRRI-BitChem cold OGPC as per Designmix & Implementation by Manufacturer's discretion only).MoRD:508.2;IRC:SP 100-2014,chapter 6.5 Using CRRI-Bitchem Coild Mix Binder. | BI01010001010000000000000515BI0100001593 | 35225.7 | Sqm. |
| 17 | 1.16 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\nBy Manual Means\nCase - I : Type A\nBitumen (S-90) | BI01010001010000000000000515BI0100001593 | 35225.7 | Sqm. |
| 18 | 2 | SUB-HEAD: CONCRETE WORK-PLAIN/RCC/MASONRY WORK/FINISHING | BI01010001010000000000000515BI0100001594 | ||
| 19 | 2.01 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) Nominal mix 1:3:6 (Hand Mixing)\n | BI01010001010000000000000515BI0100001595 | 181.5 | Cum |
| 20 | 2.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\na) Foundations and plinth\nI. P.C.C. grade M 10 \n(i)Nominal mix (1:3:6) | BI01010001010000000000000515BI0100001596 | 107.84 | Cum |
| 21 | 2.03 | II. P.C.C. grade M 15\n(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001597 | 21.81 | Cum |
| 22 | 2.04 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry (i) In 1:4 cement mortar | BI01010001010000000000000515BI0100001597 | 392.7 | Cum |
| 23 | 2.05 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed rubble masonry (2nd sort)\n(i) In 1:4 cement mortar\n | BI01010001010000000000000515BI0100001597 | 409.29 | Cum |
| 24 | 2.06 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nCoursed Rubble masonry (2nd sort) \nIn cement mortar (1:5) | BI01010001010000000000000515BI0100001597 | 279.81 | Cum |
| 25 | 2.07 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming\nto IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent\nextra for laps and joints laid with stone boulders weighing not less than 25 kg each as per\ndrawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001597 | 72 | Cum |
| 26 | 2.08 | Providing and laying reinforced cement concrete in superstructure as per drawing and technicalI.R.C.C grade M 20 specifications Clauses 800, 1205.4 and 1205.5\nI.R.C.C grade M 20\n(i)For nominal mix 1:2:4\n | BI01010001010000000000000515BI0100001597 | 36.59 | Cum |
| 27 | 2.09 | II. R.C.C M 25\nRCC Slab - | BI01010001010000000000000515BI0100001597 | 34.07 | Cum |
| 28 | 2.1 | Construction of R.C.C railling of M 25 grade in cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical ralling post not to exceed 1 in 500,centre to centre spacing between vertical posts not to exceed 2000 mm as per drawind and technical specifications clause 800,900 and 1208.3 | BI01010001010000000000000515BI0100001597 | 9.6 | Rm |
| 29 | 2.11 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001597 | 5.19 | MT |
| 30 | 2.12 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nGranular material | BI01010001010000000000000515BI0100001597 | 62.14 | Cum |
| 31 | 2.13 | Filling in foundation trenches as per drawing and Technical specification clause 305.3.9.\nEarth filling ( For marshy soil) | BI01010001010000000000000515BI0100001597 | 64.3 | Cum |
| 32 | 2.14 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001597 | 2288 | Sqm. |
| 33 | 2.15 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | BI01010001010000000000000515BI0100001597 | 14.08 | Sqm. |
| 34 | 3 | MISCELLENOUS | BI01010001010000000000000515BI0100001598 | ||
| 35 | 3.01 | 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 | BI01010001010000000000000515BI0100001599 | 230 | cum |
| 36 | 4 | Routine Maintenance | BI01010001010000000000000515BI0100001600 | ||
| 37 | 4.01 | First Year | BI01010001010000000000000515BI0100001601 | ||
| 38 | 4.02 | Second Year | BI01010001010000000000000515BI0100001602 | ||
| 39 | 4.03 | Third Year | BI01010001010000000000000515BI0100001603 | ||
| 40 | 4.04 | Fourth Year | BI01010001010000000000000515BI0100001604 | ||
| 41 | 4.05 | Fifth Year | BI01010001010000000000000515BI0100001605 | ||
| 42 | 5 | GST | BI01010001010000000000000515BI0100001606 | ||
| 43 | 5.01 | Add GST @ 12% | BI01010001010000000000000515BI0100001607 |
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