State Rural Roads Development -SRRD has published Construction Of Road From Tapi To Luchi ( L=6.60 Km ) Tapi To Luchin Earth Work Gsb Ctb Mss Protection Work Cds Side Drain And Road Furniture. Submission Date for this Tender is 16-10-2023. Road Work Tenders in baririjo Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 13-Oct-2023 | Tender Fee | Other | 16-10-2023 |
| Sl. No. | Item Description |
| 1 | SH: Jungle Clearance & scarifying |
| 2 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. By Manual means |
| 3 | (A) In area of non-throny jungle |
| 4 | (B) In area of throny jungle |
| 5 | SH: Setting Out |
| 6 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 |
| 7 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 |
| 8 | SH: Road Formation works in cutting |
| 9 | Excavation in soil in Hilly area by mechinicalmeans including cutting and trimiming of sides slope and disposing of excavated earth with a lift upto 1.50mtr and a lead upto 20mtr as per drawing and technical specification cluase 1603.1. |
| 10 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slope and disposal of cutting materials with lift upto 1.5 mtr and lead upto 20mtr as per clause 1603.2 |
| 11 | Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2. |
| 12 | SH: Pavement |
| 13 | 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 pere technical specification clouse 303.1. |
| 14 | GSB: Construction of 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 smoothwheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. for grading 1 material etc.ii) Using Gravel mix soil. |
| 15 | CTB: Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. Cement Treated Base (CTB) with 75% ocal & 25% borrow materials (a) For 5% quantity of cement by weight of soil. |
| 16 | Prime Coat: 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 17 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 18 | MSS :Providing, laying and rolling of close-graded premix surfacing material of 20 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 with 5% Waste Plastic . By Mechanical Means. Type-B Bitumen(VG-10) |
| 19 | SH: Side drains, CD works, Bridge and Protection works etc. |
| 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 back filling in trenches with excavated suitable materials. |
| 21 | I. a) Ordinary Soil (I) Upto 3 m depth. |
| 22 | b) Ordinary Rock (not requiring blasting)upto 3 m depth |
| 23 | c)Hard rock (blasting reruired) |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 25 | I). P.C.C grade M 10(I) Nominal mix 1:3:6 |
| 26 | I). P.C.C grade M 10 [Hand Mixing] |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 28 | P .C.C. grade M 20(ii) Nominal mix 1:2:4 (Hand mixed) |
| 29 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 30 | II) Coursed Rubble Masonry (1st sort) ii) In 1:4 Cement mortar. |
| 31 | II) Coursed Rubble Masonry (2nd sort) ii) In 1:4 Cement mortar. |
| 32 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 33 | II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:4) |
| 34 | III. Random Rubble Masonry, III in cement mortar1:5. |
| 35 | Filling in foundation trenches as per technical specification clause 1108. ( Rate as per item 11.2 of chap 11) |
| 36 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9 |
| 37 | I)Granular material |
| 38 | I) Sandy material |
| 39 | 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. |
| 40 | Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204. |
| 41 | III) R.C.C. grade M 20 (For height upto 5 m.) |
| 42 | (b) P.C.C grade M 20 (Hand mixied) |
| 43 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 44 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 |
| 45 | II) R.C.C. grade M 25 |
| 46 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 47 | II) R.C.C grade M 20(I) Nominal mix 1:2:4 ( Hand mixed) |
| 48 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL) |
| 49 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL) |
| 50 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 51 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3. |
| 52 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 53 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications. |
| 54 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 55 | Laying Concrete cradle bedding with M15 Grade cement concrete as per clause 1105(i) (rate as per item 11.4(II)(i) of chapter 11) PCC grade M15 : Nominal mix 1:2.5:5 |
| 56 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mmdia |
| 57 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8. |
| 58 | Providing and laying boulder of size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in Galvanised double twisted wire mesh container i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly where felt necessary as per direction of Engineer-inCharge |
| 59 | i) Size = 1 m x 1 m x 1m = 1 cum |
| 60 | (ii) Size = 1.5 m x 1.5 m x 1.5 m = 1.125 cum |
| 61 | SH: Traffic cautionery signs,logos &other road furniture |
| 62 | 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 qualityready mix paint. |
| 63 | Citizen Information Board : 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 |
| 64 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MoRD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2. a) Traffic signs ( cautionery signs etc.) |
| 65 | 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 |
| 66 | (a) Ordinary Kilometre Stone (precast) |
| 67 | (b) 200 m stone |
| 68 | c)5th Kilometre Stone (precast) |
| 69 | Routine Maintenance |
| 70 | First Year |
| 71 | Second Year |
| 72 | Third Year |
| 73 | Fourth Year |
| 74 | Fifth Year |
| 75 | GST |
| 76 | Add GST @ 18% |
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