Rural Works Division has published Tender For Civil Works - Roads Work -Road From Nh-13 -Asenga Rd To Khinjili Earthwork In Embankment , Gsb , Wbm , Pmc With Seal Coat Etc .. Submission Date for this Tender is 03-07-2020. Road Work Tenders in Roing Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Road from NH-13 -Asenga Rd to Khinjili. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road | |||
| 2 | 1.01 | Clearing and Grubbing Road Land 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 (I) By Manual Means (a) In area of non-thorny jungle | BI01010001010000000000000515BI0100001587 | 2 | Ha |
| 3 | 1.02 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (I) By Manual Means (A) Bituminous Courses | BI01010001010000000000000515BI0100001588 | 119.16 | Cum |
| 4 | 1.03 | Earthwork for Widening/Embankment | BI01010001010000000000000515BI0100001589 | ||
| 5 | 1.04 | 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) | BI01010001010000000000000515BI0100001590 | 2928.18 | Cum |
| 6 | 1.05 | Earthen shoulders | BI01010001010000000000000515BI0100001591 | ||
| 7 | 1.06 | Construction of Subgrade and Earthen Shoulders 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. | BI01010001010000000000000515BI0100001592 | 1002.47 | Cum |
| 8 | 1.07 | Base course (b) WBM-III | BI01010001010000000000000515BI0100001593 | ||
| 9 | 1.08 | 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. (i) By Manual Means | BI01010001010000000000000515BI0100001594 | 502.07 | Cum |
| 10 | 1.09 | PMC with seal coat | BI01010001010000000000000515BI0100001595 | ||
| 11 | 1.1 | 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 | BI01010001010000000000000515BI0100001596 | 6694.2 | Sqm |
| 12 | 1.11 | 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. | BI01010001010000000000000515BI0100001597 | 6694.2 | Sqm |
| 13 | 1.12 | 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. (Case - I ) By Manual Means (i) Bitumen (S-90) | BI01010001010000000000000515BI0100001598 | 6694.2 | Sqm |
| 14 | 1.13 | 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 (A)Case - III : Type C (i) Bitumen (S-90) | BI01010001010000000000000515BI0100001599 | 6694.2 | Sqm |
| 15 | 1.14 | Protection Work | BI01010001010000000000000515BI0100001600 | ||
| 16 | 1.15 | Excavation for Structures 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 I ) Ordinary Soil I0 Upto 3 Mtr | BI01010001010000000000000515BI0100001601 | 100.24 | Cum |
| 17 | 1.16 | 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 | BI01010001010000000000000515BI0100001602 | 136.49 | Cum |
| 18 | 1.17 | MISCELLANOUS ( LOGO , ROAD FURNITURE, PAINTING & W/WASHING) | BI01010001010000000000000515BI0100001603 | ||
| 19 | 1.18 | 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 | BI01010001010000000000000515BI0100001604 | 2 | Each |
| 20 | 1.19 | 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 | BI01010001010000000000000515BI0100001605 | 1 | Each |
| 21 | 1.2 | 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. | BI01010001010000000000000515BI0100001606 | 2 | Each |
| 22 | 1.21 | 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. | BI01010001010000000000000515BI0100001607 | 1 | Each |
| 23 | 1.22 | 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 | BI01010001010000000000000515BI0100001608 | ||
| 24 | 1.23 | (i) Ordinary Kilometer stone | BI01010001010000000000000515BI0100001609 | 3 | Each |
| 25 | 1.24 | (ii) 200 m stone (precast) | BI01010001010000000000000515BI0100001610 | 12 | Each |
| 26 | 1.25 | Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001611 | 187 | Sqm |
| 27 | 1.26 | Setting out | BI01010001010000000000000515BI0100001612 | ||
| 28 | 1.27 | setting out the alignment | BI01010001010000000000000515BI0100001613 | ||
| 29 | 1.28 | (i) Construction of Bench Mark, Reference Piller, Job Pillar as per drawing and specification. | BI01010001010000000000000515BI0100001614 | 15 | Each |
| 30 | 1.29 | (ii) 1.00 KM reference bench mark and working bench mark. | BI01010001010000000000000515BI0100001615 | 2 | Km |
| 31 | 1.3 | (iii) Reference Piller | BI01010001010000000000000515BI0100001616 | 2 | Km |
| 32 | 1.31 | 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. | BI01010001010000000000000515BI0100001617 | 120 | Each |
| 33 | 1.32 | Routine Maintenance | BI01010001010000000000000515BI0100001931 | ||
| 34 | 1.33 | First Year | BI01010001010000000000000515BI0100001932 | ||
| 35 | 1.34 | Second Year | BI01010001010000000000000515BI0100001933 | ||
| 36 | 1.35 | Third Year | BI01010001010000000000000515BI0100001934 | ||
| 37 | 1.36 | Fouth Year | BI01010001010000000000000515BI0100001935 | ||
| 38 | 1.37 | Fifth Year |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
