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| 1 | FLOOD WORK-PMGSY-2013-2014 KR 10 28 PALAKKAYAM THARUPPAPATHY ROAD IN PALAKKAD DISTRICT |
| 2 | Road Work |
| 3 | 2.2.2. BClearing and Grubbing Road Land Clearing and grubbing road land includinguprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceablematerials and stacking of serviceable material to be used or auctioned, upto a lead of1000 m including removal and disposal of top organic soil not exceeding 150 mm inthickness as per Technical Specification Clause 201. (II) By Mechanical Means (B)In area of thorny jungle |
| 4 | 2.14.2.ADismantling of Flexible Pavements Dismantling of flexible pavements and disposalof dismantled materials upto a lead of 100 m, stacking serviceable and unserviceablematerials separately as per Technical Specification Clause 202 (II) By MechanicalMeans (A) Bituminous Courses |
| 5 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in PlaceMethod Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause 401. (i)For Grading I Material |
| 6 | 4.7.2.AWater Bound Macadam Sub-base / Base- WBM Grading II- By Mannual means - providing, laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screenings/ binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per technical specification Clause 404 |
| 7 | 4.7.3.AWater Bound Macadam Sub-base/base 3) WBM Grading 3 Providing, laying,spreading and compacting stone aggregates of specific sizes to water bound macadamspecification including spreading in uniform thickness, hand packing, rolling withsmooth 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 andcompacting to the required density Grading 3 as per Technical Specification Clause405. (A) By Manual Means |
| 8 | 5.1.1 aPrime Coat :- Low porosity Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means asper Technical Specification Clause 502 |
| 9 | 5.9.1.2a20mm thick Open-Graded Premix Carpet using Bituminous (penetrationgrade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling ofopen-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mmaggregates either using penetration grade bitumen or emulsion to required line, gradeand level to serve as wearing course on a previously prepared base, including mixingin a suitable plant, laying and rolling with a three wheel 80-100 kN static rollercapacity, finished to required level and grades to be followed by seal coat of eitherType A or Type B or Type C as per Technical Specification Clause 508. Case - I ByManual Means (II) Bitumen (S-65) |
| 10 | 5.12.b.3.2aSeal Coat - Mechanical Means - Type C - Bitumen S-65 Providing and laying sealcoat sealing the voids in a bituminous surface laid to the specified levels, grade andcross fall using Type A, Type B and Type C as per Technical Specification Clause510 B. By Mechanical Means :- Case - III : Type C (II) Bitumen (S-65) |
| 11 | 5.2.3aTack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) usingemulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granularsurfaces treated with primer & cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. |
| 12 | 11.1.1.1Excavation for Structures Earthwork in excavation for structures as per drawing andtechnical specifications Clause 305.1 including setting out, construction of shoringand bracing, removal of stumps and other deleterious material and disposal upto alead of 50 m, dressing of sides and bottom and backfilling in trenches with excavatedsuitable material. I. Ordinary soil (i) Upto 3 m depth |
| 13 | 3.9.1Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavationfor roadway in hard rock (requiring blasting) by drilling, blasting and breaking,trimming of bottom and side slopes in accordance with requirements of lines, gradesand cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads |
| 14 | 3.3Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures graded andcompacted to meet requirement of Tables 300.1 and 300.2 as per TechnicalSpecification Clause 301.5 |
| 15 | 11.4.1.1Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C gradeM 10 (i) Nominal mix 1:3:6 |
| 16 | 11.4.4Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C gradeM 20 |
| 17 | 11.4.5Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 V. R.C.C. gradeM 25 |
| 18 | 11.8Supplying, fitting and placingTMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 |
| 19 | OD218610/2023-24Guard Stones- Reinforced cement concrete M15 grade guard stones of size20x20x120cm size embedded in PCC 1:4:8 block of 45x45x45cm with 30cmembedding of stones including painting etc. complete. |
| 20 | 14.5.1Providing and laying pitching on slopes laid over prepared filter media as per drawingand technical specifications Clause 1302 Stone/Boulder |
| 21 | Retaining Wall |
| 22 | OD 214835/2023-24DOWEL BARS - Supplying and providing MS dowel bars of size 20mm dia 1.5mlong (1.0m in rock and 0.5m in concrete) including drilling holes of 25mm dia andfilling the gap with cement grout (0.25kg/Each) etc complete. |
| 23 | OD218612/2023-24MR53 PVC pipe 75mm outer dia 4kg/cm2 |
