Maharashtra Rural Road Development Association-MRRDA has published Special Repairs Of Sh-234 To Tejapur Gadeghat App. Road, Tq. Wani Ch. 11 / 000 To 15 / 500 & 17 / 000 To 19 / 500Ii ) Special Repairs Of Sh 317 To Shelu ( Kh ) Road Mrl-44 Tq.Wani Ch 0 / 400 To 0 / 900 & 2 / 00 To 4 / 500 Under Package No Package No:- . Submission Date for this Tender is 03-04-2024. Road Work Tenders in Yavatmal Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-Mar-2024 | Date Extension | Date | 26-03-2024 |
| 2 | 27-Mar-2024 | Corrigendum | Date | 03-04-2024 |
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 2 | 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 SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 3 | 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 SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item No. 5.2 (ii) / P. No. 25) SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 5 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)(SSR PWDIT NO-3.37A,PG NO-32) SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508..[Item No. 5.9 (II) (II) / P.No.30] (including tack coat) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item.No. 5.9 Case-II (I)/ P.No. 26. (Bye Mechanical Means) SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 7 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (Item No. 5.12 B (Case-I) Type-A (II)/ P.No. 33) SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 8 | Construction of Earthen Shoulders as per Technical Specification Clause 407.SH-234 to Tejapur GadeghatApp. Road Tq. Wani |
| 9 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 10 | 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 MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 11 | 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 MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 12 | 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. MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 13 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item No. 5.2 (ii) / P. No. 25) MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 14 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)(SSR PWDIT NO-3.37A,PG NO-32) MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 15 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508..[Item No. 5.9 (II) (II) / P.No.30] (including tack coat) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg / sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item.No. 5.9 Case-II (I)/ P.No. 26. (Bye Mechanical Means) MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 16 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (Item No. 5.12 B (Case-I) Type-A (II)/ P.No. 33) MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
| 17 | Construction of Earthen Shoulders as per Technical Specification Clause 407. MRL44-SH 317 to Shelu Kh Road (T-17) Tq. Wani |
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