Rural Development And Panchayats Department has published Up-Gradation Of Road 1 No - Package No Tn 13-199- Thiruvarankulam Block -Mrl18-Neduvasal Andavarayamram Road To Mangadu L.N. Puram Pullanviduthy Road. Submission Date for this Tender is 19-06-2024. Road Work Tenders in thiruvarankulam Tamil Nadu. Bidders can get complete Tender details and download the document.
| FileName | File Description | File Size |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| BOQ_210163.xls | Tender Document | 0 KB |
| TN13_199_TENDER_DOCUMENT.pdf | Tender Document | 0 KB |
| ac039c24-583a-4ee3-a98d-4763a860e095.html | Tender Notice | 0 KB |
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land 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. In area of thorny jungle |
| 2 | KM 0/000 - 3/550 |
| 3 | PICKING BT Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 4 | KM 0/000 - 3/550 |
| 5 | Excavation in Soil using Hydraulic Excavatorand Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 6 | KM 0/000 - 1/000 |
| 7 | KM 1/000 - 2/000 |
| 8 | KM 2/000 - 3/000 |
| 9 | KM 3/000 - 3/550 |
| 10 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment using tractor with grader with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Filling with Cut Earth) |
| 11 | KM 0/000 - 1/000 |
| 12 | KM 1/000 - 2/000 |
| 13 | KM 2/000 - 3/000 |
| 14 | KM 3/000 - 3/550 |
| 15 | Construction 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. (Using Borrow pit Earth) |
| 16 | KM 0/000 - 1/000 |
| 17 | KM 1/000 - 2/000 |
| 18 | KM 2/000 - 3/000 |
| 19 | KM 3/000 - 3/550 |
| 20 | Gravel Shoulder Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel Shoulder) |
| 21 | KM 0/000 - 1/000 |
| 22 | KM 1/000 - 2/000 |
| 23 | KM 2/000 - 3/000 |
| 24 | KM 3/000 - 3/550 |
| 25 | WATER BOUND MACADAM - II 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.(Grading II) |
| 26 | KM 0/000 - 0/100 |
| 27 | WATER BOUND MACADAM - III 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.(Grading III) |
| 28 | KM 0/000 - 0/100 |
| 29 | WATER BOUND MACADAM - II (Stone Screening) 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 fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(Grading II) |
| 30 | KM 0/100 - 1/000 |
| 31 | KM 1/000 - 2/000 |
| 32 | KM 2/000 - 3/000 |
| 33 | KM 3/000 - 3/550 |
| 34 | WATER BOUND MACADAM - III (Stone Screening) 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Grading III) |
| 35 | KM 0/100 - 1/000 |
| 36 | KM 1/000 - 2/000 |
| 37 | KM 2/000 - 3/000 |
| 38 | KM 3/000 - 3/550 |
| 39 | PRIMER COAT 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 40 | KM 0/000 - 1/000 |
| 41 | KM 1/000 - 2/000 |
| 42 | KM 2/000 - 3/000 |
| 43 | KM 3/000 - 3/550 |
| 44 | TACK COAT Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 45 | KM 0/000 - 1/000 |
| 46 | KM 1/000 - 2/000 |
| 47 | KM 2/000 - 3/000 |
| 48 | KM 3/000 - 3/550 |
| 49 | Mix Seal Surfacing 25mm thick(Using Waste Plastic) 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 |
| 50 | KM 0/100 - 1/000 |
| 51 | KM 1/000 - 2/000 |
| 52 | KM 2/000 - 3/000 |
| 53 | KM 3/000 - 3/550 |
| 54 | Provision of Rumble strips with premixBituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 55 | KM 0/000 - 1/000 |
| 56 | KM 1/000 - 2/000 |
| 57 | KM 2/000 - 3/000 |
| 58 | KM 3/000 - 3/550 |
| 59 | Providing and fixing Name board |
| 60 | Providing and Fixing "Logo" of PMGSY Project |
| 61 | Providing and Fixing "Citizen information Board" of PMGSY Project |
| 62 | Providing and Fixing "Maintenance information Board" of PMGSY Project |
| 63 | Providing and fixing of cautionary, mandatory and informatory sign board Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801) |
| 64 | 60 Cm Equilateral triangle (Cautionary) sign Board |
| 65 | 60 Cm Circular (Mandatory) sign Board |
| 66 | Chevron Signs 90 cm |
| 67 | Metal Bracket with type IX flotoscent Prismatic reflective shetting which is suitable for guard rail is is available one way/two way. Applied for metal crash barriers / guard rail / to provide refelction across wide range observation |
| 68 | Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface |
| 69 | KM 0/000 - 3/550 |
| 70 | KilometreStone 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 |
| 71 | (ii) Ordinary Kilometer Stone (Precast) |
| 72 | (iii) 200 m stone (precast) |
| 73 | (iv) Guard Stone(precast) |
| 74 | Construction of 1 Row Pipe Culvert at Ch. 16 |
| 75 | Earth work excavation for foundation of structures up to 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 fillingwith approved material. |
| 76 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. |
| 77 | Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. |
| 78 | Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Below Sill) |
| 79 | Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above Sill) |
| 80 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer. |
| 81 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 82 | Maintenance of the road |
| 83 | Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost |
| 84 | For the First Year from the date of completion of work |
| 85 | For the Second Year from the date of completion of work |
| 86 | For the Third Year from the date of completion of work |
| 87 | For the Fourth Year from the date of completion of work |
| 88 | For the Fifth Year from the date of completion of work |
| 89 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
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