Tender For Civil Work - Durgipatti ( Bijli Mandal Ka Ghar ) To Hudra Harijan Tola Khutauna Ib To Sihula T04 To Guskipatti L064-L021b To Khap ( Vr24 ) T02-Chharapatti Laukahi , Mahadev Math Rajaram Patti , Narihiya Road Ch 0 . 00 To 12 . 95 ( Vr48
Tender Value
40.83 Lakhs
Estimated cost
Bid Submission
07 Jun 2021
0 days left
EMD
81676
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PHULPARAS → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Civil Work - Durgipatti ( Bijli Mandal Ka Ghar ) To Hudra Harijan Tola Khutauna Ib To Sihula T04 To Guskipatti L064-L021b To Khap ( Vr24 ) T02-Chharapatti Laukahi , Mahadev Math Rajaram Patti , Narihiya Road Ch 0 . 00 To 12 . 95 ( Vr48 )
BOQ
| Name of Work: DURGIPATTI (BIJLI MANDAL KA GHAR) to Hudra Harijan Tola Khutauna IB to Sihula T04 To Guskipatti L064-L021B to khap (VR24) T02-Chharapatti Laukahi, Mahadev Math Rajaram Patti, Narihiya Road Ch 0.00 to 12.95 (VR48) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road Name-Malin To Ghormohan | |||
| 2 | 2 | Construction of Subgrade and Earthen ShouldersConstruction 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. | 66.69 | Cum | |
| 3 | 3 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 15.8 | Cum | |
| 4 | 4 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 21.94 | Cum | |
| 5 | 5 | Prime Coat (Low porosity)\nProviding 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. | 292.5 | Sqm | |
| 6 | 6 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 292.5 | Sqm | |
| 7 | 7 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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. | 292.5 | Sqm | |
| 8 | 8 | Adding GST @ 12% = Rs. | 1 | RS | |
| 9 | 9 | Adding LC @ 1% = Rs. | 1 | RS | |
| 10 | 10 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 11 | 11 | Road Name- DURBIPATTI (BIJLI MANDAL KA\nGHAR) to Hudra Harijan Tola | |||
| 12 | 12 | Construction of Subgrade and Earthen ShouldersConstruction 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. | 42.75 | Cum | |
| 13 | 13 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 8.1 | Cum | |
| 14 | 14 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 14.06 | Cum | |
| 15 | 15 | Prime Coat (Low porosity)\nProviding 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. | 187.5 | Sqm | |
| 16 | 16 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 187.5 | Sqm | |
| 17 | 17 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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. | 187.5 | Sqm | |
| 18 | 18 | Adding GST @ 12% = Rs. | 1 | RS | |
| 19 | 19 | Adding LC @ 1% = Rs. | 1 | RS | |
| 20 | 20 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 21 | 21 | Road Name-Khutauna IB to Sihula | |||
| 22 | 22 | Construction of Subgrade and Earthen ShouldersConstruction 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. | 29.93 | Cum | |
| 23 | 23 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 28.35 | Cum | |
| 24 | 24 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 9.84 | Cum | |
| 25 | 25 | Prime Coat (Low porosity)\nProviding 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. | 131.25 | Sqm | |
| 26 | 26 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 131.25 | Sqm | |
| 27 | 27 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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. | 131.25 | Sqm | |
| 28 | 28 | Adding GST @ 12% = Rs. | 1 | RS | |
| 29 | 29 | Adding LC @ 1% = Rs. | 1 | RS | |
| 30 | 30 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 31 | 31 | Road Name-T04 To Guskipatti | |||
| 32 | 32 | Construction of Subgrade and Earthen ShouldersConstruction 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. | 85.5 | Cum | |
| 33 | 33 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 17.82 | Cum | |
| 34 | 34 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 28.13 | Cum | |
| 35 | 35 | Prime Coat (Low porosity)\nProviding 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. | 375 | Sqm | |
| 36 | 36 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 375 | Sqm | |
| 37 | 37 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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. | 375 | Sqm | |
| 38 | 38 | Adding GST @ 12% = Rs. | 1 | RS | |
| 39 | 39 | Adding LC @ 1% = Rs. | 1 | RS | |
| 40 | 40 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 41 | 41 | Road Name-L064-L021B to khap (VR24) | |||
| 42 | 42 | Construction of Subgrade and Earthen ShouldersConstruction 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. | 168.44 | Cum | |
| 43 | 43 | Granular Sub-base with Well Graded Material (Table 400.1) (By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 39.89 | Cum | |
| 44 | 44 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 55.41 | Cum | |
| 45 | 45 | Prime Coat (Low porosity)\nProviding 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. | 738.75 | Sqm | |
| 46 | 46 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 738.75 | Sqm | |
| 47 | 47 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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. | 738.75 | Sqm | |
| 48 | 48 | Adding GST @ 12% = Rs. | 1 | RS | |
| 49 | 49 | Adding LC @ 1% = Rs. | 1 | RS | |
| 50 | 50 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS | |
| 51 | 51 | Road Name-T02-Chharapatti Laukahi,\nMahadev Math Rajaram Patti,\nNarihiya Road Ch 0.00 to 12.95\n(VR48) | |||
| 52 | 52 | Construction of Subgrade and Earthen ShouldersConstruction 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. | 1026 | Cum | |
| 53 | 53 | WBM Grading 3 (By Mechanical Means ) \nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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 and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 81 | Cum | |
| 54 | 54 | Prime Coat (Low porosity)\nProviding 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. | 4500 | Cum | |
| 55 | 55 | Tack Coat\nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 4500 | Sqm | |
| 56 | 56 | Mix Seal Surfacing with Waste Plastic(Type B) Bituminous (S-90) By Mechanical Means.\nProviding, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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. | 4500 | Sqm | |
| 57 | 57 | Adding GST @ 12% = Rs. | 1 | RS | |
| 58 | 58 | Adding LC @ 1% = Rs. | 1 | RS | |
| 59 | 59 | Seiniorage @ 10% on Material Cost = Rs. | 1 | RS |
AI Tender Summary
Tender Timeline
Jun 02, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 07, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 07, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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