Rural Works Division has published Construction Of Road From Tawang Monastery To Brtf Road Via Gyangong Ani Gonpa . 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 | 29-Jun-2020 | Correction in Package No. | Other | 07-07-2020 |
| 2 | 04-Jul-2020 | Change BOQ | Other | 07-07-2020 |
| 3 | 06-Jul-2020 | CHANGE IN TECHNICAL BID OPENING DATE | Date | 07-07-2020 |
| Name of Work: -ROAD FROM TAWANG MONASTERY TO BRTF ROAD VIA GYANGONG ANI GONPA (FULL STAGE, UPGRADATION). | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUB-HEAD: EARTH WORK/PAVEMENT | |||
| 2 | 1.01 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of line | BI01010001010000000000000515BI0100001593 | 4615.3 | cum |
| 3 | 1.02 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance | BI01010001010000000000000515BI0100001593 | 23080.2 | cum |
| 4 | 1.03 | Excavation in ordinary rock using manual means including loading in truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20m as per clouse 1603.2 | BI01010001010000000000000515BI0100001593 | 1063.76 | cum |
| 5 | 1.04 | 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.\nOrdinary soil\n(i)Upto 3 m depth | BI01010001010000000000000515BI0100001593 | 408.55 | cum |
| 6 | 1.05 | Filling in foundation trenches as per drawing and Technical specification clause 305.3.9. | BI01010001010000000000000515BI0100001593 | 24.05 | cum |
| 7 | 1.06 | 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 | 3406.96 | cum |
| 8 | 1.07 | 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. | BI01010001010000000000000515BI0100001593 | 1028.49 | cum |
| 9 | 1.08 | 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. | BI01010001010000000000000515BI0100001593 | 1695.09 | cum |
| 10 | 1.09 | 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 Interstics of course aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | BI01010001010000000000000515BI0100001593 | 1695.09 | cum |
| 11 | 1.1 | 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 | 22601.1 | Sq.m |
| 12 | 1.11 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 | BI01010001010000000000000515BI0100001593 | 22601.1 | Sq.m |
| 13 | 1.12 | 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 | 22601.1 | Sqm. |
| 14 | 1.13 | 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 | 22601.1 | Sqm. |
| 15 | 2 | SUB-HEAD: CONCRETE WORK-PLAIN/RCC/MASONRY WORK/FINISHING | BI01010001010000000000000515BI0100001594 | ||
| 16 | 2.01 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) I. P.C.C. grade M 10\nNominal mix 1:3:6 (Hand Mixing)\n | BI01010001010000000000000515BI0100001595 | 699.33 | Cum |
| 17 | 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\nII. P.C.C. grade M 15\n(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001596 | 633.75 | Cum |
| 18 | 2.03 | 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 | 302.5 | Cum |
| 19 | 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 | 302.5 | Cum |
| 20 | 2.05 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nRandom Rubble masonry\nIn cement mortar (1:5) | BI01010001010000000000000515BI0100001597 | 1174.3 | Cum |
| 21 | 2.06 | 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 | 199.24 | Cum |
| 22 | 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 | 1440 | Cum |
| 23 | 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 | 29.73 | Cum |
| 24 | 2.09 | II. R.C.C M 25\nRCC Slab - | BI01010001010000000000000515BI0100001597 | 23.87 | Cum |
| 25 | 2.1 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001597 | 4.04 | MT |
| 26 | 2.11 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nGranular material | BI01010001010000000000000515BI0100001597 | 389.9 | Cum |
| 27 | 2.12 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\nSandy material | BI01010001010000000000000515BI0100001597 | 280 | Cum |
| 28 | 2.13 | Filling in foundation trenches as per drawing and Technical specification clause 305.3.9.\nEarth filling ( For marshy soil) | BI01010001010000000000000515BI0100001597 | 24.05 | Cum |
| 29 | 2.14 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001597 | 7097.92 | Sqm. |
| 30 | 2.15 | 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 | 1080 | cum |
| 31 | 3 | Road Furniture | BI01010001010000000000000515BI0100001598 | ||
| 32 | 3.01 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 \nOrdinary Kilometre Stone (precast) | BI01010001010000000000000515BI0100001599 | 3 | Each |
| 33 | 3.02 | 200 m Stones(precast) | BI01010001010000000000000515BI0100001599 | 31 | Each |
| 34 | 3.03 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | BI01010001010000000000000515BI0100001599 | 1 | Each |
| 35 | 3.04 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | BI01010001010000000000000515BI0100001599 | 1 | Each |
| 36 | 3.05 | Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. | BI01010001010000000000000515BI0100001599 | 1 | Each |
| 37 | 3.06 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 | BI01010001010000000000000515BI0100001599 | 4 | Each |
| 38 | 3.07 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001599 | 16 | Each |
| 39 | 4 | Routine Maintenance | BI01010001010000000000000515BI0100001600 | ||
| 40 | 4.01 | First Year | BI01010001010000000000000515BI0100001601 | ||
| 41 | 4.02 | Second Year | BI01010001010000000000000515BI0100001602 | ||
| 42 | 4.03 | Third Year | BI01010001010000000000000515BI0100001603 | ||
| 43 | 4.04 | Fourth Year | BI01010001010000000000000515BI0100001604 | ||
| 44 | 4.05 | Fifth Year | BI01010001010000000000000515BI0100001605 | ||
| 45 | 5 | GST | BI01010001010000000000000515BI0100001606 | ||
| 46 | 5.01 | Add GST @ 12% | BI01010001010000000000000515BI0100001607 |
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