Public Works Department-PWD has published Construction Of Road From Pwd Road Jollang To Puyu Colony At Pagatara. Submission Date for this Tender is 13-05-2022. Road Work Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Formation Cutting |
| 2 | Excavationin HillAreainSoil byMechanicalMeans (Excavationinsoil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres) |
| 3 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift |
| 4 | Box Culvert 2x2m-2Nos |
| 5 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)/Ordinary soil/Manual Means/Upto3 m depth |
| 6 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 7 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications/RCC Grade M20 /Using concrete mixer |
| 8 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/Case (I) Using Concrete Mixer (E)RCC Grade M20 ,/P) Height upto 5m |
| 9 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For T-beam & slab,25-35% of (a+b+c)/Height upto 5m |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 11 | Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material |
| 12 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 13 | RCC wall 4 M ht |
| 14 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)/Ordinary soil/Manual Means/Upto3 m depth |
| 15 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 16 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications./RCC Grade M20/ Using Concrete Mixer |
| 17 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications;RCC Grade M20/Height upto 5m |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 19 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification /Granualar materials |
| 20 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical |
| 21 | CC pavement |
| 22 | Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m. |
| 23 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 24 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)/for grading-I Material |
| 25 | 125 Micron Plythene (Providing and fixing 125 micro polythine over sub-base) |
| 26 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 27 | CC Drain |
| 28 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material |
| 29 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 30 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications, PCC Grade M20 |
| 31 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 32 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
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