Pradhan Mantri Gram Sadak Yojana Tender

Providing, laying, spreading and compacting stone aggregates of specific 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, 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. MRL22MDR-38 to Beldari Road (VR-32), Tq. Mahagaon

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item No. 5.2 (ii) / P. No. 25) MRL22MDR-38 to Beldari Road (VR-32), Tq. Mahagaon

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 PWD IT NO-3.37A,PG NO-32) MRL22MDR-38 to Beldari Road (VR-32), Tq. Mahagaon

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) MRL22MDR-38 to Beldari Road (VR-32), Tq. Mahagaon

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) MRL22MDR-38 to Beldari Road (VR-32), Tq. Mahagaon

Construction of Earthen Shoulders as per Technical Specification Clause 407. MRL22MDR-38 to Beldari Road (VR-32), Tq. Mahagaon

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. MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

Excavation for roadwork in soil with hydraulic excavator of 0.9 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 MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

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 MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

Providing, laying, spreading and compacting stone aggregates of specific 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, 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. MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item No. 5.2 (ii) / P. No. 25) MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

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 PWD IT NO-3.37A,PG NO-32) MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

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) MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

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) MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

Construction of Earthen Shoulders as per Technical Specification Clause 407. MRL-50 (Parwa) to Panhala Road (T-19), Tq. Pusad

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. MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

Excavation for roadwork in soil with hydraulic excavator of 0.9 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 MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

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 MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item No. 5.2 (ii) / P. No. 25) MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

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 PWD IT NO-3.37A,PG NO-32) MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

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) MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

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) MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

Construction of Earthen Shoulders as per Technical Specification Clause 407. MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

Earthwork in excavation for structures as per drawing MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 MRL3 Tiwari to Tq Border Lakh Kh Road (T-08) Tq. Digras Dist Yavatmal