Tender For Periodicrenewal Of Jordanga To H.M. Road (Jordangapart 1 To Kuchnimara),Thakuranbari To Nec Road(Thakuranbari Tothakuranbari),Jagrarchar To Nec Road (Bhati Jhagrarchar Tojhagrarchar) , Jordanga Pt.I To H.M. Road (Jordanga To Jordanga Part 1),
Tender Value
1.93 Crore
Estimated cost
Bid Submission
18 Nov 2022
0 days left
EMD
3.87 Lakhs
Bank guarantee accepted
Document Fee
3900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mankachar → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Periodicrenewal Of Jordanga To H.M. Road ( Jordangapart 1 To Kuchnimara ) , Thakuranbari To Nec Road ( Thakuranbari Tothakuranbari ) , Jagrarchar To Nec Road ( Bhati Jhagrarchar Tojhagrarchar ) , Jordanga Pt.I To H.M. Road ( Jordanga To Jordanga Part 1 ) , Assameralga To Kalairalga Pt.I ( Kaliaralga Tobarmanpara ) , Baghapara Tepolpara Road ( Baghapara To
BOQ
| Sl. No. | Item Description |
| 1 | Periodic Renewal to Jordanga to H M Road (Jordanga Pt-I to Kuchnimara)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 2 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 3 | 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(Provided only on WBM surface) |
| 4 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Statement-3 |
| 5 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breaker |
| 6 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breaker |
| 7 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered),Painting of speed breaker |
| 8 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
| 9 | Thakuranbari to NEC Road (Thakuranbari to Thakuranbari)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 10 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 11 | 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(Provided only on WBM surface) |
| 12 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Statement-3 |
| 13 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breaker |
| 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breaker |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered),Painting of speed breaker |
| 16 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
| 17 | Periodic Renewal to Jagrarchar to NEC Road (Bhati Jhagrarchar to Jhagrarchar)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 18 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 19 | 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(Provided only on WBM surface) |
| 20 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 21 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breake |
| 22 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breake |
| 23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered),Painting of speed breaker |
| 24 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
| 26 | Periodic Renewal to Jordanga Pt-I to H M Road (Jordanga to Jordanga Pt- I)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 27 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 28 | 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(Provided only on WBM surface) |
| 29 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Statement-3 |
| 30 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breaker |
| 31 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breaker |
| 32 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered),Painting of speed breaker |
| 33 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
| 34 | Assameralga to Kalairalga Pt- I (Kaliaralga to Barmanpara)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 35 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 36 | 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(Provided only on WBM surface) |
| 37 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Statement-3 |
| 38 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breaker |
| 39 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breaker |
| 40 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered),Painting of speed breaker |
| 41 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
| 42 | Periodic Renewal to road from Baghapara Tepolpara Road (Baghapara to Hazipara)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 43 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 44 | 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(Provided only on WBM surface) |
| 45 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 46 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breake |
| 47 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breake |
| 48 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered),Painting of speed breaker |
| 49 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
| 50 | Periodic Renewal to H M Road to Bamunpara (Charbari to Bamunpara) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 51 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 52 | 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(Provided only on WBM surface) |
| 53 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Statement-3 |
| 54 | 20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emulsion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 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:508Case 1 By Manual Means (i) Bitumen (S-90),Providing Hump type speed breaker |
| 55 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case I , Type A as per Technical Specification Clause:510 (i) Bitumen (S-90),Providing Hump type speed breaker |
| 56 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered )Painting of speed breaker |
| 57 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork insubstructure as per technical specification |
| 58 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801,800mm x 600mm rectangular |
AI Tender Summary
Tender Timeline
Oct 29, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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