Public Works Department-PWD has published Tender For Upgradation & Maintenance Ofsaitual-Phullen Road. Submission Date for this Tender is 05-04-2024. Road Work Tenders in saitual Mizoram. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Compacting Original Ground (ii) Compacting original ground supporting subgrade. Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers for subgrade construction as per Technical Specification Clause 303.5.2. |
| 2 | Cement Treated Soil Sub-Base/Base 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. |
| 3 | Granular Sub-Base with well graded material (Table 400.1) (A) 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 rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per technical specification clause 401. (i) For Grading I Material. |
| 4 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. For strengthening of existing pavement layer as per pavement design |
| 5 | Water Bound Macadam with Crushable Screenings (2) WBM Grading 2. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(A) By manual means. A) By Manual Means |
| 6 | Water Bound Macadam with Crushable Screenings (3) WBM Grading 3. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices 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 (i) Low porosity 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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Tack Coat (iii) 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 granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. Granular surface treatyed with prime |
| 9 | Mix Seal Surfacing: Providing, laying and rolling of close-graded premix surfacing material (Hot Mix) of 25 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 ByMechanical Means (Hot Mix) Type A |
| 10 | Construction of Earthen Shoulder: Construction of subgrade and earthen shoulder 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 1000m as per technical specification clause 303.1. |
| 11 | Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1.including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil (upto 3m depth) |
| 12 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203. I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) |
| 13 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 II. Course rubble masonry (2nd sort) (iii) in cement mortar 1 : 5 |
| 14 | Providing and laying filter media with granular crush aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind retaining wall to the full height compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 |
| 15 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 I. Random rubble masonry |
| 16 | Plastering with cement mortar ( 1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204 Parapets |
| 17 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 Between parapet walls |
| 18 | Construction of Unlined side drain. Total Length = 16130.00 m Earthwork in excavation for structures as per drawing and technical Specification Clause 305.1.including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3m depth |
| 19 | II. Ordinary rock (not requiring blasting) (i) Upto 3m depth |
| 20 | Construcion of Lined Side Drain 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 deletirious material and disposal upto a lead of 50m, dressing of sides (I) Ordinary soil (i) Upto 3m depth Net Quantity= |
| 21 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203. II. Coursed rubble masonry (ii) In 1 : 4 cement mortar |
| 22 | H/P Culvert Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I. Ordinary soil (upto 3m depth) |
| 23 | Providing cement concrete M10 (1:3:6) in levelling course below open foundation of head wall as per drawing and technical specification clause 1109. I. Pcc grade M10 Nominal mix 1 : 3 : 6 (hand mixing) |
| 24 | Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and technical specification Clause 1109 (A)in 1:4 cement Mortar |
| 25 | Bedding for pipe Type-B (First class) bedding : Laying (First class) bedding of well compacted sand, moorumor approve granular materials as per clause1105 (ii) |
| 26 | Providing and laying RCC Pipe NP3 for Culverton first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work etc. |
| 27 | Backfilling in abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 I. Granular material |
| 28 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 II. Earth filling |
| 29 | Stone masonry in cement mortar 1:3 for parapet complete as per drawing and technical specifications Clauses 700 and 1208.4 I. Random rubble masonry |
| 30 | Plastering with cement mortar (1:4) 15mm thick on Brick/Stone works as perdrawing and technical specification clauses 613.4 and 1204 Parapets |
| 31 | Providing PCC M20 architectural coping on the top of retaining wall complete as per drawing and technical specification clause 615,710 and 1204.3.11 Between parapet walls |
| 32 | Trafic sign: Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing, etc. as per drawing and Technical specification clause 1703. i)5th kilometre stone (precast) |
| 33 | ii) Ordinary kilometre stone (precast) |
| 34 | iii)200m stone (precast) |
| 35 | Reinforced cement concrete M15 grade boundary pillars 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. |
| 36 | Painting two coats including primer coat after fillingthe surface with synthetic enamel paint in all shades on new plastered surfaces as per drawing and Technical specification clause 1701.( For boundary pillars ) |
| 37 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 38 | Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over alluminium sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx 450mmx 600mm, 600mm below ground level as per drawing and Technical specification clause 801. (ii) 60cm equilateral TriangleSpeed limit |
| 39 | Right/Left hand curve |
| 40 | School |
| 41 | Men at work |
| 42 | Falling rocks |
| 43 | 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 alluminium sheeting 2mm thick with area not exceeding 0.9sqm supported on Destination sign |
| 44 | Place identification sign |
| 45 | Advance direction sign |
| 46 | Direction sign |
| 47 | 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 deletirious material and disposal upto a lead of 50m, dressing of sides (ii) Ordinary rock (i) Upto 3m depth |
| 48 | Providing and laying parapet with pcc M15 as per drawing and technical specification clause 800 and 1208.4 (i) Nominal mix 1:2.5:5(Hand Mixing) |
| 49 | Plastering with cement mortar (1:3) 15mm thick works as perdrawing and technical specification clauses 613.4 and 1204 |
| 50 | PMGSY LOGO |
| 51 | Title in formation |
| 52 | Citizen information |
| 53 | AMC for 1st Year |
| 54 | AMC for 2nd Year |
| 55 | AMC for 3rd Year |
| 56 | AMC for 4th Year |
| 57 | AMC for 5th Year |
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