Rural Works Division has published Tender For Road From Main Road To Govt. Primary School, Senua-Ii. Submission Date for this Tender is 03-11-2023. Road Work Tenders in Longding Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | JungleClearance 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 earlierand 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. |
| 2 | EARTHWORK IN ROAD FORMATION { Widening} Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 3 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 |
| 4 | SUB-HEAD:- EARTHEN SHOULDER Constrution of embankment and sub-graded earthen shoulder with approved material obtained from borrow pits with a lift upto 1.5 m and lead , transporting to site spreading, grading to required slope and compact to meet requirement of tables also loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, sacrified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300.1 and 300.2 with lead upto 1000 m as per technical specification clause 301.4.1 |
| 5 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. Grading III |
| 6 | WBM3 FOR BASE COURSE ( 75 mm thick):- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the intersices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(a)By Manual means. |
| 7 | Prime coat. Providing andapplyingofprime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 1.2 - 1.5 kg per sqm. using mechanical means as per technical specification clause 502 (high porosity). |
| 8 | Item : Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 9 | MixSealSurfacing 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 By Manual means Type A Bitumin (S-90) |
| 10 | R.C.C Slab Culverts [1.50 mtr span - 3 Nos] FOUNDATION Earthwork in excavation for structures as per drawing and 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 materialtechnical specification Clause 305.( fordrain & CD 1.50 mtr) Ordinary soil Upto 3 m depth |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I). P.C.C grade M 10 (I) Nominal mix 1:3:6 |
| 12 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. II) Coursed Rubble Masonry (First sort) ii) In 1:4 Cement mortar. |
| 13 | 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) |
| 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granular material |
| 15 | 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 |
| 16 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m. III) R.C.C. grade M 20 |
| 17 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 &1205.5(R.C.C grade M 25) 1:1.5:3 |
| 18 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(P.C.C. grade M 20 ) ( Coping of Return wall) |
| 19 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 20 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as perb drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer likeTATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL). |
| 21 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3(DRRM Appron) |
| 22 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 [RRM in CM 1:5] (Toe Wall) |
| 23 | R.C.C Slab Culverts [2.00 mtr span - 3 Nos]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. |
| 24 | Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) |
| 25 | 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) |
| 26 | 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) |
| 27 | Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification. |
| 28 | 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 |
| 29 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 &1205.5(R.C.C grade M 20) 1:2:4 Hand mix |
| 30 | Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 &1205.5(R.C.C grade M 25) 1:1.5:3 |
| 31 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(P.C.C. grade M 20 ) ( Coping of Return wall) |
| 32 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 |
| 33 | 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 M10)(Raft & Cutoff Wall) |
| 34 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as perb drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer likeTATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL). |
| 35 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3(DRRM Appron) |
| 36 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 [RRM in CM 1:5] (Toe Wall) |
| 37 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ( Sand filling under Raft and Approns including watering, ramming, consolidating and dressing complete.) |
| 38 | HPC (1000 mm) 3 nosEarthwork 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.(a) Ordinary soil upto 3 m depth |
| 39 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 |
| 40 | 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 20 Nominal mix (1:2:4)] |
| 41 | Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ] |
| 42 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar] |
| 43 | Providing and laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia] |
| 44 | 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 |
| 45 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8[Granular material] |
| 46 | 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 |
| 47 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 48 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20] |
| 49 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 50 | Sausage wire crated boulder Protection StructureEarthwork 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. |
| 51 | Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carryin |
| 52 | R/Wall & B/Wall Excavation in soil in Hilly Area by manual 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 drawing and Technical Specification Clause 1603.1 |
| 53 | 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) |
| 54 | 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) |
| 55 | 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 |
| 56 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material] |
| 57 | EARTHEN DRAIN Earthwork in excavation in soil in hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per Technical Specification clause 1603.1 |
| 58 | 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. |
| 59 | V-SHAPE SIDE DRAIN 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 suitablematerial. I. Ordinary soil Upto 3 m depth |
| 60 | 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 |
| 61 | 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) |
| 62 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 63 | Item : Road Furniture 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 erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on |
| 65 | 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 thickwith areaexceeding 0.9 sqm supported on |
| 66 | 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 an |
| 67 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 68 | Numbers of Guard Posts required |
| 69 | 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 a]5th Kilometre Stone (precast) |
| 70 | b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm) |
| 71 | c] 200 Mtr stone (precast) |
| 72 | MISCELLANIOUSSetting Out a] Reference benchmark and working bench mark |
| 73 | b] Reference Pillar |
| 74 | c] Back Pillar. |
| 75 | d] Job Pillar |
| 76 | Routine Maintenance |
| 77 | First Year |
| 78 | Second Year |
| 79 | Third Year |
| 80 | Fourth Year |
| 81 | Fifth Year |
| 82 | GST |
| 83 | Add GST @ 18% |
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