State Rural Roads Development -SRRD has published Construction Of Road From Mrl03-Jha To Ruhi Gsb Ctb Mss Protection Work Cds Side Drain And Road Furniture. Submission Date for this Tender is 13-10-2023. Road Work Tenders in palin Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SH: BACK CUTTING & RE-GRADIENT |
| 2 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 3 | Excavation in ordinary rock using mechanical means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 4 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 5 | SH: SUBGRADE PREPARATION |
| 6 | Loosening of the ground upto a level of 300mm below the sub grade level watering graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2 |
| 7 | SH: EARTHEN SHOULDER |
| 8 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to requiredslope compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clouse 303.1. |
| 9 | SH: GRANULAR SUB-BASE (150 mm Thick) |
| 10 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. i) Using naturally occuring gravel |
| 11 | SH: CEMENT TREATED BASE COURSE (100 mm thick) |
| 12 | Cement Treated Base (CTB) with 75% local & 25% borrow materials (a) For 5% quantity of cement by weight of soil. |
| 13 | SH: PRIME COAT |
| 14 | Providing and applying prime 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 m/means as technical specification Clause 502. Low Porosity |
| 15 | SH: TACK COAT |
| 16 | Providing and applying tack coat with bitumen emulsion (RS -1 ) using emulsion distributer at the rate of 0.25 sqm to 0.30 sqm kg per sqm on the prepared granular surface trated with primer & cleaned with hydraulic boom as per tech specification Clause 503. |
| 17 | SH: MIX SEAL SURFACING |
| 18 | Mix Seal Surfacing : Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 19 | SH: EARTHEN SIDE DRAIN |
| 20 | 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 suitablematerial. |
| 21 | a) Ordinary Soil |
| 22 | b) Ordinary Rock |
| 23 | c) Hard Rock required blasing |
| 24 | SH: PUCCA SIDE DRAIN ("V"- SHAPED) |
| 25 | 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 suitablematerial. |
| 26 | Ordinary soil. Upto 3 m depth |
| 27 | Ordinary rock (not requiring blasting). Upto 3 m depth |
| 28 | 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. Nominal mix 1:3:6 |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. III. Random rubble masonry. iii. In cement mortar (1:5) |
| 30 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 31 | SH: R.C.C Slab Culvert (1.50 mtr-6 Nos & 2.00 mtr-3 Nos.) |
| 32 | 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. |
| 33 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) |
| 34 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 35 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 36 | Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification.[Granular material] |
| 37 | 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 |
| 38 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204(R.C.C grade M 20) |
| 39 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I.(R.C.C grade M 20)(ii) For nominal mix 1:2:4 (Hand mixed) |
| 40 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 41 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 42 | SH : PROTECTION WALL (B/Wall: 2 m high-60 mtr. & R/Wall: 3.0 m high-50 mtr.) |
| 43 | 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 trnches with excavated suitable material. |
| 44 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM) |
| 45 | Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM) |
| 46 | Providing weepholes in stone masonary RCC work, wing walletc 100 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 techanical specification Clauses 614,709.1204.3.7 |
| 47 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material] |
| 48 | SH: ROAD FURNITURE |
| 49 | Reinforced cement concrete M15grade 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 |
| 50 | a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm) |
| 51 | Providing and fixing of semi retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting , 1.5 mm thick supported on a mild steel and iron post 75mm x 75 mm x6 mm firmly fixed to the ground by means of propoerly 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 |
| 52 | 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 qualityready mix paint. |
| 53 | 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 |
| 54 | 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 qualityready mix paint. |
| 55 | Providing and Fixing Maintenance Board of PMGSY Project |
| 56 | Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage way. the bottom edge of the lowest sign plate to be not less than 2m above the road level,fixed on600mmx699mmx6mm 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. |
| 57 | a. Road ahead closed. |
| 58 | b. Men at work. |
| 59 | c. Road narrow |
| 60 | d. Do not enter. |
| 61 | e. Speed limit. |
| 62 | f. Stop. |
| 63 | g. Slow. |
| 64 | SH: Routine Maintenance |
| 65 | First Year |
| 66 | Second Year |
| 67 | Third Year |
| 68 | Fouth Year |
| 69 | Fifth Year |
| 70 | GST |
| 71 | Add GST @ 18% for construction cost only |
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