Rural Works Department has published Tender For Civil - Roads And Bridges Work -Aalo Hq To Dego ( 3 . 05Km ) Rcc Slab Culvert Pucca Side Drain , Earthen Side Drain R B Wall Sub Grade Preparation Shoulder Gsb Wbm Ii I And Pmc Setting Out Road Furniture Etc. Submission Date for this Tender is 21-09-2020. Road Work Tenders in Aalo Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Sep-2020 | CHANGING OF BID OPENIG PLACE | Other | 21-09-2020 |
| Name of Work: - Aalo Hq to Dego Village (3.05 km) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SUBGRADE AND EARTHEN SHOULDER | |||
| 2 | 2 | \nConstruction 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.\n | BI01010001010000000000000515BI0100001593 | 866.77 | cum |
| 3 | 3 | GRANULAR SUB BASE (GSB)\nConstruction 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. Grading - I materials | BI01010001010000000000000515BI0100001594 | 1462.39 | cum |
| 4 | 4 | WBM-III\nProviding, 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. | BI01010001010000000000000515BI0100001595 | 870.3 | cum |
| 5 | 5 | P.M.C\nPrime Coat (High porosity)\nProviding and applying primer coat with bitumen emulsion (SS-I) on prepared surface grangular base i/c cleaning of road surface and spraying primer @ 0.90 - 1.20 kg/sqm using mechanical means as per technical specification clause 502. | BI01010001010000000000000515BI0100001596 | 11604 | sqm |
| 6 | 6 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001597 | 11604 | sqm |
| 7 | 7 | 20 mm thick open graded primix carpet using bitumineous binder.\nProviding, 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.\nCase - I By Manual Means\nii) Bitumen (S-65) | BI01010001010000000000000515BI0100001598 | 11604 | sqm |
| 8 | 8 | Seal Coat \nProviding 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\nCase - I By Manual Means\nii) Bitumen (S-65) | BI01010001010000000000000515BI0100001599 | 11604 | sqm |
| 9 | 9 | SUB -HEAD : - CROSS-DRAINAGE, BRIDGES & PROTECTION WORKS\nEarthwork in excavation of foundation of struture as per drawing technical specification, i/c setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sites and bottom and back filling with approved mat\n | BI01010001010000000000000515BI0100001600 | 223.22 | cum |
| 10 | 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\ni) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001601 | 25.71 | cum |
| 11 | 11 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | BI01010001010000000000000515BI0100001602 | ||
| 12 | 11.01 | a) Coursed Rubble msonary (First sort) In 1:3 cement mortar | BI01010001010000000000000515BI0100001603 | 125.57 | cum |
| 13 | 11.02 | b) Coursed rubble masonry (2nd sort)In cement mortar 1:3 | BI01010001010000000000000515BI0100001604 | 65.61 | cum |
| 14 | 12 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy materials. | BI01010001010000000000000515BI0100001605 | 22.15 | cum |
| 15 | 13 | Providing weep holes in brick masonary/plain / reinforced concrete abutment, wing wall / return wall with 100mm dia ac pipe standing through the full width of stucture with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001606 | 84 | each |
| 16 | 14 | 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 \n | BI01010001010000000000000515BI0100001607 | 9.22 | cum |
| 17 | 15 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M25 | BI01010001010000000000000515BI0100001608 | 9.83 | cum |
| 18 | 16 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 | BI01010001010000000000000515BI0100001609 | 27.6 | mtr |
| 19 | 17 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | BI01010001010000000000000515BI0100001610 | 1.12 | mt |
| 20 | 18 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | BI01010001010000000000000515BI0100001611 | 26.23 | sqm |
| 21 | 19 | Pucca side Drain | BI01010001010000000000000515BI0100001612 | ||
| 22 | 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 suitable material.\nI. Ordinary soil\n(i) Upto 3 m depth | BI01010001010000000000000515BI0100001613 | 279.63 | cum |
| 23 | 21 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 a) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001614 | 55.93 | cum |
| 24 | 22 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (I) Random Rubble masonry (i) In 1:4 cement mortar | BI01010001010000000000000515BI0100001615 | 87.99 | cum |
| 25 | 23 | Cement Plaster 15 mm thick 1:4 on stone masonry | BI01010001010000000000000515BI0100001616 | 773.02 | 10 Sqm |
| 26 | 24 | Neat cement punning | BI01010001010000000000000515BI0100001617 | 773.02 | sqm |
| 27 | 25 | Unlined Trapezoidal Shaped Side Drain \nConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.\na) Soil | BI01010001010000000000000515BI0100001618 | 2419.9 | m |
| 28 | 26 | Item : Retaining /Breast Wall 2 mtr ht | BI01010001010000000000000515BI0100001619 | ||
| 29 | 27 | 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.\nI. Ordinary soil\n(i) Upto 3 m depth | BI01010001010000000000000515BI0100001620 | 57.67 | cum |
| 30 | 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nP.C.C grade M 10\ni) Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001621 | 13.35 | cum |
| 31 | 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204\nI. Coursed rubble masonry (1st sort)\n In 1:4 cement mortar | BI01010001010000000000000515BI0100001622 | 107.94 | cum |
| 32 | 30 | 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 | BI01010001010000000000000515BI0100001623 | 30 | each |
| 33 | 31 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 \n(i)Sandy materials | BI01010001010000000000000515BI0100001624 | 85.04 | cum |
| 34 | 32 | \nWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 | BI01010001010000000000000515BI0100001625 | 62.64 | sqm |
| 35 | 33 | Setting Out | BI01010001010000000000000515BI0100001626 | ||
| 36 | 33.01 | Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 | BI01010001010000000000000515BI0100001627 | 150 | each |
| 37 | 33.02 | Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3\n | BI01010001010000000000000515BI0100001628 | 150 | each |
| 38 | 33.03 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4\n | BI01010001010000000000000515BI0100001629 | 20 | each |
| 39 | 34 | SUB-HEAD:-9 ROAD FURNITURES | BI01010001010000000000000515BI0100001630 | ||
| 40 | 35 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"\nProviding 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. | BI01010001010000000000000515BI0100001631 | 2 | each |
| 41 | 36 | 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 | BI01010001010000000000000515BI0100001632 | 2 | each |
| 42 | 37 | 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 | BI01010001010000000000000515BI0100001633 | 4 | each |
| 43 | 38 | a) Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001634 | 4 | each |
| 44 | 39 | 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 | BI01010001010000000000000515BI0100001635 | 2 | each |
| 45 | 40 | Routine Maintenance | BI01010001010000000000000515BI0100001636 | ||
| 46 | 40.01 | First Year | BI01010001010000000000000515BI0100001637 | ||
| 47 | 40.02 | Second Year | BI01010001010000000000000515BI0100001638 | ||
| 48 | 40.03 | Third Year | BI01010001010000000000000515BI0100001639 | ||
| 49 | 40.04 | Fourth Year | BI01010001010000000000000515BI0100001640 | ||
| 50 | 40.05 | Fifth Year | BI01010001010000000000000515BI0100001641 | ||
| 51 | 41 | GST | BI01010001010000000000000515BI0100001642 | ||
| 52 | 41.01 | Add GST @ 12% | BI01010001010000000000000515BI0100001643 |
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