Rural Works Division has published Tender For Civil Works - Roads Work -Road From Nh - 13 To Iduli . Earthwork , Gsb , Wbm , Pmc With Seal Coat. Submission Date for this Tender is 03-07-2020. Road Work Tenders in Road from NH - 13 to Iduli. Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Road from NH - 13 to Iduli. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Preparatory works | |||
| 2 | 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual means | BI01010001010000000000000515BI0100001587 | 4.6 | Hect |
| 3 | 1.02 | Scarifying Existing Bituminous surface depth of 150mm and disposal of scarified materials with a lift upto 3m and lead 1000 m as per Technical specification clauses 301.4 | BI01010001010000000000000515BI0100001588 | 42970.5 | Sqm |
| 4 | 1.03 | 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 | BI01010001010000000000000515BI0100001589 | 8816.89 | Cum |
| 5 | 1.04 | 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. | BI01010001010000000000000515BI0100001590 | 7098.73 | cum |
| 6 | 1.05 | 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 | BI01010001010000000000000515BI0100001591 | 2135.97 | cum |
| 7 | 1.06 | WBM3 for Base Course, 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. | BI01010001010000000000000515BI0100001592 | 3222.23 | cum |
| 8 | 1.07 | SH-Bituminous Surface (OGPC) | BI01010001010000000000000515BI0100001593 | ||
| 9 | 1.08 | 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 | 42963 | sqm |
| 10 | 1.09 | 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 | 42963 | 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. By Manual Means (I) Bitumen (S-90) | BI01010001010000000000000515BI0100001596 | 42963 | sqm |
| 12 | 1.11 | 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 Type C (I)Bitumen (S-90) | BI01010001010000000000000515BI0100001597 | 42963 | sqm |
| 13 | 1.12 | SH :: Slab Culvert 1.50 mtr. span, 3.13 mtr height (As per IRC SP-20-2002) | BI01010001010000000000000515BI0100001598 | ||
| 14 | 1.13 | 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 Soil Upto 3 m depth | BI01010001010000000000000515BI0100001599 | 371.56 | cum |
| 15 | 1.14 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 (i) Nominal Mix 1:3:6 | BI01010001010000000000000515BI0100001600 | 41.28 | cum |
| 16 | 1.15 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | BI01010001010000000000000515BI0100001601 | ||
| 17 | 1.16 | a) Coursed Rubble msonary (first sort)In 1:4 cement mortar | BI01010001010000000000000515BI0100001602 | 212.8 | cum |
| 18 | 1.17 | b) Coursed rubble masonry (2nd sort)In cement-mortar (1:4) | BI01010001010000000000000515BI0100001603 | 113.36 | cum |
| 19 | 1.18 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, A. Granular material | BI01010001010000000000000515BI0100001604 | 84.2 | cum |
| 20 | 1.19 | 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 | BI01010001010000000000000515BI0100001605 | 192 | Nos. |
| 21 | 1.2 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, RCC Grade M20 using concrete mixture For nominal mix 1:2:4 (Hand mixed) | BI01010001010000000000000515BI0100001606 | 14 | Cum |
| 22 | 1.21 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. RCC Grade M25 using concrete Mixture R.C.C M 25 | BI01010001010000000000000515BI0100001607 | 23.36 | Cum |
| 23 | 1.22 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001608 | 2.16 | Mt |
| 24 | 1.23 | (I) PROTECTION WORKS | BI01010001010000000000000515BI0100001609 | ||
| 25 | 1.24 | 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. | BI01010001010000000000000515BI0100001610 | 222 | cum |
| 26 | 1.25 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301. | BI01010001010000000000000515BI0100001611 | 102.5 | cum |
| 27 | 1.26 | Providing and fixing of typical PMGSY Citizens' Informatory Board (for Section - I), Providing and fixing of typical PMGSY Citizens' Informatory Board with Logo as per MORD specifications and drawing. Two MS Plates boards of 1.5 mm thick duly welded with MS flat iron (cleat) 5cm x 5 cm sizes on back on edges. The flat iron frame of both the boards will be welded to 75mm x 75mm square or 75mm diameter MS steel tube posts duly embedded in cement concrete M-15 grade blocks of size 600mm x 600mm x 750mm, 750mm below ground level. Lettering and printing logo, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and board will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700. | BI01010001010000000000000515BI0100001612 | 1 | Each |
| 28 | 1.27 | 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 | BI01010001010000000000000515BI0100001613 | 5 | Each |
| 29 | 1.28 | Traffic Signs | BI01010001010000000000000515BI0100001614 | ||
| 30 | 1.29 | A.Retro-reflectorised Traffic Signs, (1) 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 | BI01010001010000000000000515BI0100001615 | 10 | Each |
| 31 | 1.3 | (2) 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001616 | 11 | Each |
| 32 | 1.31 | (3) 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 RCC Post 100 mm x 100 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 approved drawing Clause 1701 | BI01010001010000000000000515BI0100001617 | 12 | Each |
| 33 | 1.32 | Direction and Place Identification signs upto 0.9 sqm size board | BI01010001010000000000000515BI0100001618 | ||
| 34 | 1.33 | A.Retro-reflectorised Traffic Signs (i) 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 | BI01010001010000000000000515BI0100001619 | 8.6 | Sqm |
| 35 | 1.34 | (ii) 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 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701. | BI01010001010000000000000515BI0100001620 | 7.8 | Sqm |
| 36 | 1.35 | 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 | BI01010001010000000000000515BI0100001621 | ||
| 37 | 1.36 | i)5th Kilometre Stone (precast) | BI01010001010000000000000515BI0100001622 | 4 | Each |
| 38 | 1.37 | ii)Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001623 | 16 | Each |
| 39 | 1.38 | ii) 200 m stone (precast) | 72 | Each | |
| 40 | 1.39 | Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001. | |||
| 41 | 1.4 | a) Road ahead closed. | 6 | Each | |
| 42 | 1.41 | b) Men at work. | 6 | Each | |
| 43 | 1.42 | c) Un-even road. | 6 | Each | |
| 44 | 1.43 | d) Do not enter. | 6 | Each | |
| 45 | 1.44 | e) Road closed. | 6 | Each | |
| 46 | 1.45 | f) Stop. | 6 | Each | |
| 47 | 1.46 | g) Speed limit. | 8 | Each | |
| 48 | 1.47 | h) Diversion | 10 | Each | |
| 49 | 1.48 | Routine Maintenance | BI01010001010000000000000515BI0100001931 | ||
| 50 | 1.49 | First Year | BI01010001010000000000000515BI0100001932 | ||
| 51 | 1.5 | Second Year | BI01010001010000000000000515BI0100001933 | ||
| 52 | 1.51 | Third Year | BI01010001010000000000000515BI0100001934 | ||
| 53 | 1.52 | Fouth Year | BI01010001010000000000000515BI0100001935 | ||
| 54 | 1.53 | Fifth Year | BI01010001010000000000000515BI0100001936 |
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