Public Works Department-PWD has published Construction Of Approach Road From Nh-13 To Pakke Kessang District Hq. Lemmi ( 8.0Km ) In Lieu Of Improvement Of District Headquarters Township Roads At Lemmi.. Submission Date for this Tender is 05-01-2022. Road Work Tenders in Pakke Kessang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | (SH:- Formation Cutting) |
| 2 | Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil 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 | Depositing of excavated earth on the barren valley side. (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side) |
| 4 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres) |
| 5 | Disposal of excavated earth on the barren valley side. (Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side) |
| 6 | (SH: PAVEMENET) |
| 7 | Preparation of Sub-Grade |
| 8 | Preparation of sub grade (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.) |
| 9 | 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. |
| 10 | Granular Sub-base with Close Graded Material (Table:- 400-1) |
| 11 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (i) for grading- I Material |
| 12 | WET MIX MACADAM-(WMM) |
| 13 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Using 45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent, 2.36 mm to 75 micron@ 30 per cent) |
| 14 | DENSE BITUMINOUS MACADAM |
| 15 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 16 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) for Grading-I(40mm nominal size) |
| 17 | Bituminous Concrete |
| 18 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 19 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respectsUsing Grading-I(13mm) |
| 20 | Using Grading-I(13mm) |
| 21 | (SH:- RCC Slab Culvert 2.00 Mtrs Span) |
| 22 | 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 filling with apply material. |
| 23 | Ordinary soil |
| 24 | Manual Means |
| 25 | Upto 3 m depth |
| 26 | 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.) |
| 27 | Stone Masonry Work in Cement Mortar 1:3 for substructure complete as per Drawing and Technical Specifications. |
| 28 | Coursed Rubble Masonry (first sort) |
| 29 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 30 | PCC Grade M15 |
| 31 | Height upto 5m |
| 32 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 33 | RCC Grade M20 |
| 34 | Using Concrete Mixer |
| 35 | For solid slab super-structure, 20-30 per centof (a+b+c) |
| 36 | Height upto 5m |
| 37 | a)Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 38 | 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. |
| 39 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.Granular material |
| 40 | (SH: RCC Slab culvert 1.50 mtr span.) |
| 41 | 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) |
| 42 | Ordinary soil |
| 43 | Manual Means |
| 44 | upto 3 m depth |
| 45 | Ordinary Rock ( not requiring blasting) |
| 46 | Manual Means |
| 47 | upto 3 m depth |
| 48 | 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.) |
| 49 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications |
| 50 | PCC Grade M15 |
| 51 | Height upto 5m |
| 52 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 53 | RCC Grade M20 |
| 54 | Using Concrete Mixer |
| 55 | For T-beam & slab,25-35% of (a+b+c) |
| 56 | Height upto 5m |
| 57 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 58 | Stone masonry work in cement mortar 1:3 in Sub-structure complete as per drawing and Technical Specification |
| 59 | Square Rubble Coursed rubble masonry( first sort ) |
| 60 | Random Rubble Masonry |
| 61 | 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 |
| 62 | 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand). |
| 63 | Back filling behind abutment,wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 64 | (SH: CC Drain) |
| 65 | Earth work in excavation in foundation and trenches in soils containing 50% ormore of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer byramming and watering and then disposing of all surplus excavated soil as directed with in a lead of 50m. |
| 66 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 67 | Providing and laying cement concrete 1:3:6 (1cement:3coarsesand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: |
| 68 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 69 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 70 | b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level. |
| 71 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 72 | Neat Cement punning |
| 73 | (SH: Kutcha Surface Drain) |
| 74 | Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)) A.Mechanical means |
| 75 | Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)A.Mechanical means |
| 76 | (SH: Protection Work) |
| 77 | 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 filling with apply material. |
| 78 | Ordinary soil |
| 79 | Manual Means |
| 80 | Upto 3 m depth |
| 81 | 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.) |
| 82 | Random rubble masonry with hard stone in foundations and plinth in cement mortar 1 : 6 (1 cement : 6 fine sand) including levelling up with cement concrete 1 : 6 : 12 (1 cement : 6 coarse sand : 12 stone shingle 20 mm nominal size) at plinth level. |
| 83 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand). |
| 84 | Flush Pointing |
| 85 | 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 |
| 86 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material |
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