Rural Works Division has published Tender For Civil Works - Roads Work -Road From 32Nd Km Point Of Nh-13 To Poblung-I . Earthwork , Gsb , Wbm , Pmc With Seal Coat. Submission Date for this Tender is 03-07-2020. Road Work Tenders in Road From 32nd Km Point of NH-13 to Poblung-I. Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Road From 32nd Km Point of NH-13 to Poblung-I. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting out. setting out the alignment | |||
| 2 | 1.01 | setting out the alignment, Construction of Bench, Reference Piller, Job Pillar as per drawing and specification. | BI01010001010000000000000515BI0100001587 | ||
| 3 | 1.02 | (b) 1.00 KM reference bench mark and working bench mark. | BI01010001010000000000000515BI0100001588 | 2.5 | Km |
| 4 | 1.03 | (c )Reference Piller & Job Pillar | BI01010001010000000000000515BI0100001589 | 15 | Km |
| 5 | 1.04 | Providing and fitting fixing of bamboo (1st class) 85mm to 100 mm dia 2.00 m long including driving the pegs up to 60 cm depth and marking with paint, sharpening the bottom maintaining the lines etc complet. | BI01010001010000000000000515BI0100001590 | 150 | each |
| 6 | 1.05 | Construction of Embankment with Material Obtained from Borrow Pits. (Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5). | BI01010001010000000000000515BI0100001591 | 8790.89 | Cum |
| 7 | 1.06 | 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. Grading II | BI01010001010000000000000515BI0100001592 | 1990.35 | Cum |
| 8 | 1.07 | Base course (WBM-III ), 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. By Manual Means | BI01010001010000000000000515BI0100001593 | 689.6 | Cum |
| 9 | 1.08 | Prime Coat, Low porosity, 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. | BI01010001010000000000000515BI0100001594 | 9337.5 | Sqm |
| 10 | 1.09 | Tack Coat, 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. | BI01010001010000000000000515BI0100001595 | 9337.5 | Sqm |
| 11 | 1.1 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder. 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 penetration grade bitumen or emulsion 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. | BI01010001010000000000000515BI0100001596 | 9337.5 | Sqm |
| 12 | 1.11 | Seal Coat, 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. By Manual Means, Case - III : Type C, Bitumen (S-90). | BI01010001010000000000000515BI0100001597 | 9337.5 | Sqm |
| 13 | 1.12 | Sub-Head:- Hume Pipe Culvert Single Row(1200mm Dia. ) | BI01010001010000000000000515BI0100001598 | ||
| 14 | 1.13 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I. Ordinary Soil, (I) Upto 3 m depth. | BI01010001010000000000000515BI0100001599 | 183.4 | Cum |
| 15 | 1.14 | 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 i/c curing for 14 days. I). P.C.C grade M 15, (I) Nominal mix 1:2.5:5. | BI01010001010000000000000515BI0100001600 | 77.7 | Cum |
| 16 | 1.15 | Stone masonry in CM 1:3 for substructure complete as per drawing and technical specification. a) Random Rubble Masonry. | BI01010001010000000000000515BI0100001601 | 128.25 | Cum |
| 17 | 1.16 | Furnishing and placing reinforced cement concrete in superstructure as per drawing and technical specification. a) RCC Grade M 20. | BI01010001010000000000000515BI0100001602 | 24.4 | Cum |
| 18 | 1.17 | Laying RCC Pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row i/c fixing collar with CM 1:2 but excluding excavation, protection work, backfilling, concrete & masonry in head walls. | BI01010001010000000000000515BI0100001603 | 37.5 | Mtr |
| 19 | 1.18 | Backfilling inside walls for cushion with sandy materials complete as per drawings & technical specification. (I) Granular material. | BI01010001010000000000000515BI0100001604 | 901.75 | Cum |
| 20 | 1.19 | 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.Grading -I | BI01010001010000000000000515BI0100001605 | 14.25 | Cum |
| 21 | 1.2 | WBM Grading 2, 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. By manual means. | BI01010001010000000000000515BI0100001606 | 11.25 | Cum |
| 22 | 1.21 | WBM Grading 3, 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. By manual means. | BI01010001010000000000000515BI0100001607 | 22.5 | Cum |
| 23 | 1.22 | Sub-head:Vented Causeway | BI01010001010000000000000515BI0100001608 | ||
| 24 | 1.23 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I. Ordinary Soil, (I) Upto 3 m depth. | BI01010001010000000000000515BI0100001609 | 425.25 | Cum |
| 25 | 1.24 | Plain Cement concrete M-10 Grade(Base) I). P.C.C grade M 10. | BI01010001010000000000000515BI0100001610 | 28 | Cum |
| 26 | 1.25 | Stone masonry in CM 1:3 for substructure complete as per drawing and technical specification. a) Random Rubble Masonry | BI01010001010000000000000515BI0100001611 | 252 | Cum |
| 27 | 1.26 | Plain Cement concrete M-20 Grade, (a) RCC Grade M 20 | BI01010001010000000000000515BI0100001612 | 71.26 | Cum |
| 28 | 1.27 | Bedding for causeway | BI01010001010000000000000515BI0100001613 | 89.25 | Cum |
| 29 | 1.28 | Laying RCC Pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row i/c fixing collar with CM 1:2 but excluding excavation, protection work, backfilling, concrete & masonry in head walls. | BI01010001010000000000000515BI0100001614 | 450 | Mtr |
| 30 | 1.29 | 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.Grading -I | BI01010001010000000000000515BI0100001615 | 61.95 | Cum |
| 31 | 1.3 | WBM Grading 2, 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. By manual means. | BI01010001010000000000000515BI0100001616 | 32.03 | Cum |
| 32 | 1.31 | WBM Grading 3, 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. By manual means. | BI01010001010000000000000515BI0100001617 | 33.08 | Cum |
| 33 | 1.32 | C/o CC pavement | BI01010001010000000000000515BI0100001618 | 20.38 | Cum |
| 34 | 1.33 | Traffic Signs | BI01010001010000000000000515BI0100001619 | ||
| 35 | 1.34 | 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 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. | BI01010001010000000000000515BI0100001620 | 3 | each |
| 36 | 1.35 | Retro-reflectorised Traffic Signs, Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. | BI01010001010000000000000515BI0100001621 | 1 | each |
| 37 | 1.36 | Kilometre Stone, 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. | |||
| 38 | 1.37 | Ordinary Kilometer stone | 2 | each | |
| 39 | 1.38 | 200 m stone (precast) | 12 | each | |
| 40 | 1.39 | Providing and Fixing 'Logo' of PMGSY Project, 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 | 1 | each | |
| 41 | 1.4 | Providing and Fixing PMGSY Logo Board at starting point, 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. | 1 | each | |
| 42 | 1.41 | Providing and Fixing of Citizen Information Board (ForSection-1), 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. | 1 | each | |
| 43 | 1.42 | Routine Maintenance | BI01010001010000000000000515BI0100001931 | ||
| 44 | 1.43 | First Year | BI01010001010000000000000515BI0100001932 | ||
| 45 | 1.44 | Second Year | BI01010001010000000000000515BI0100001933 | ||
| 46 | 1.45 | Third Year | BI01010001010000000000000515BI0100001934 | ||
| 47 | 1.46 | Fouth Year | BI01010001010000000000000515BI0100001935 | ||
| 48 | 1.47 | Fifth Year | BI01010001010000000000000515BI0100001936 |
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