Renewal And Routine Maintenance For 5 Year Of Package No 6920 Road A:Jamal Nagar To Kalimitti Dabauli Road Via Dadlaha (8.00 Km) Old Package :Up69113, Road B:L 065 Safipur Pariyar . Muradpur (0.650 Km) Old Package :Up6972, Road C:L047 Harha Balai Padmara
Tender Overview
Project Description
Renewal and Routine Maintenance for 5 year of Package No 6920 ROAD A:Jamal Nagar To Kalimitti Dabauli Road via Dadlaha (8.00 Km) Old Package :UP69113, ROAD B:L 065 Safipur Pariyar . Muradpur (0.650 Km) Old Package :UP6972, ROAD C:L047 Harha Balai Padmara To Chharauwa Khera (1.900 Km) Old Package :UP6999, ROAD D:UK Road Safipur To Patari Link Road (7.025 Km) Old Package :UP69111, ROAD A:Ganj Muradabad Rani pur grant To Azampur (0.650 Km) Old Package :UP6968
BOQ
| Name of Work: Renewal and Routine Maintenance for 5 year of Package No 6920 ROAD A:Jamal Nagar To Kalimitti Dabauli Road via Dadlaha (8.00 Km) Old Package :UP69113, ROAD B:L 065 Safipur Pariyar . Muradpur (0.650 Km) Old Package :UP6972, ROAD C:L047 Harha Balai Padmara To Chharauwa Khera (1.900 Km) Old Package :UP6999, ROAD D:UK Road Safipur To Patari Link Road (7.025 Km) Old Package :UP69111, ROAD A:Ganj Muradabad Rani pur grant To Azampur (0.650 Km) Old Package :UP6968 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Road :Jamal Nagar To Kalimitti Dabauli Road via Dadlaha | |||
| 2 | 2 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements/i/c Rain Cuts | 1460 | Cum | |
| 3 | 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) | 113.28 | Cum | |
| 4 | 4 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1510.4 | Sqm | |
| 5 | 5 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 31155 | Sqm | |
| 6 | 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade,8% Waste Plastic) By Mechanical Means | 31155 | Sqm | |
| 7 | 7 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case III - Type C as per Technical Specification Clause 510 (using 80/100) | 31155 | Sqm | |
| 8 | 8 | Brick on Edges | 0.16 | KM | |
| 9 | 9 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\nOrdinary Kilometer Stone (Precast) | 2 | Each | |
| 10 | 10 | Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\n200 m Stone (Precast) | 16 | Each | |
| 11 | 11 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 60 | Sqm | |
| 12 | 12 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 7175 | Per letter | |
| 13 | 13 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4) For Repairing Of Existing Parapet Of Culvertetc. | 4.38 | Cum | |
| 14 | 14 | Supply of LOGO Sign Board of Size 60Cm x 25 Cm and LOGO Diamond to be 60 x 60 cm made of MS Sheet 18 gauge with angle 40mmX40mmX5mm frame with one post of T iron 75mmX75mmX6mm & 2.4m ht with holdfast bottom & fixing at site including foundation concrete 30x30x60 cm in CC 1:3:6 mix complete including painting, writing, figuring as per IRC:67-1977 & MORTH specifications. | 1 | Each | |
| 15 | 15 | Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area) | 4 | Each | |
| 16 | 16 | Name of Road :L 065 Safipur Pariyar To Muradpur | |||
| 17 | 17 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements/i/c Rain Cuts | 110 | Cum | |
| 18 | 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) | 6 | Cum | |
| 19 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | 80 | Sqm | |
| 20 | 20 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2535 | Sqm | |
| 21 | 21 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade,8% Waste Plastic) By Mechanical Means | 2535 | Sqm | |
| 22 | 22 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case III - Type C as per Technical Specification Clause 510 (using 80/100) | 2535 | Sqm | |
| 23 | 23 | Brick on Edges | 0.013 | KM | |
| 24 | 24 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\nOrdinary Kilometer Stone (Precast) | 1 | Each | |
| 25 | 25 | Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\n200 m Stone (Precast) | 2 | Each | |
| 26 | 26 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 12 | Sqm | |
| 27 | 27 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 3408 | Per letter | |
| 28 | 28 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4) For Repairing Of Existing Parapet Of Culvertetc. | 0.7 | Cum | |
| 29 | 29 | Supply of LOGO Sign Board of Size 60Cm x 25 Cm and LOGO Diamond to be 60 x 60 cm made of MS Sheet 18 gauge with angle 40mmX40mmX5mm frame with one post of T iron 75mmX75mmX6mm & 2.4m ht with holdfast bottom & fixing at site including foundation concrete 30x30x60 cm in CC 1:3:6 mix complete including painting, writing, figuring as per IRC:67-1977 & MORTH specifications. | 1 | Each | |
| 30 | 30 | Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area) | 1 | Each | |
| 31 | 31 | Name of Road :L047 Harha Balai Padmara To Chharauwa Khera | |||
| 32 | 32 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements/i/c Rain Cuts | 338 | Cum | |
| 33 | 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) | 13.31 | Cum | |
| 34 | 34 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | 177.467 | Sqm | |
| 35 | 35 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 5928 | Sqm | |
| 36 | 36 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade,8% Waste Plastic) By Mechanical Means | 5928 | Sqm | |
| 37 | 37 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case III - Type C as per Technical Specification Clause 510 (using 80/100) | 5928 | Sqm | |
| 38 | 38 | Brick on Edges | 0.029 | KM | |
| 39 | 39 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\nOrdinary Kilometer Stone (Precast) | 1 | Each | |
| 40 | 40 | Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\n200 m Stone (Precast) | 4 | Each | |
| 41 | 41 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 25 | Sqm | |
| 42 | 42 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 4145 | Per letter | |
| 43 | 43 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4) For Repairing Of Existing Parapet Of Culvertetc. | 1.43 | Cum | |
| 44 | 44 | Supply of LOGO Sign Board of Size 60Cm x 25 Cm and LOGO Diamond to be 60 x 60 cm made of MS Sheet 18 gauge with angle 40mmX40mmX5mm frame with one post of T iron 75mmX75mmX6mm & 2.4m ht with holdfast bottom & fixing at site including foundation concrete 30x30x60 cm in CC 1:3:6 mix complete including painting, writing, figuring as per IRC:67-1977 & MORTH specifications. | 1 | Each | |
| 45 | 45 | Providing and Fixing Maintenance Board /Typical Bharat Nirman PMGSY Informatory Sign Board. 2 MS Plates of 1.6 mm Thick Both Plates welded with MS flat iron 25x5mm Size on both edge. Flat Iron frame will be welded to 75 mm dia steel tube post duely embaded in cement concrete M15 Grade Block of 60 x 60 x 75 Cm, 75 Cm below ground level. All MS will be above enameled on both size. Lettering, Printing Arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality is required shade and colour. All Sections of framed parts and steel tube will be painted with primer and two coats of epoxy paint. | 1 | Each | |
| 46 | 46 | Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area) | 1 | Each | |
| 47 | 47 | Name of Road :UK Road Safipur To Patari Link Road | |||
| 48 | 48 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements/i/c Rain Cuts | 1225 | Cum | |
| 49 | 49 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) | 104.2 | Cum | |
| 50 | 50 | 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1389.33 | Sqm | |
| 51 | 51 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 27371.2 | Sqm | |
| 52 | 52 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. (using Bitumen 80/100 grade,8% Waste Plastic) By Mechanical Means | 27371.2 | Sqm | |
| 53 | 53 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Case III - Type C as per Technical Specification Clause 510 (using 80/100) | 27371.2 | Sqm | |
| 54 | 54 | Brick on Edges | 0.14 | KM | |
| 55 | 55 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\nOrdinary Kilometer Stone (Precast) | 2 | Each | |
| 56 | 56 | Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.\r\n200 m Stone (Precast) | 12 | Each | |
| 57 | 57 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 65 | Sqm | |
| 58 | 58 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | 7410 | Per letter | |
| 59 | 59 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (1:4) For Repairing Of Existing Parapet Of Culvertetc. | 4.22 | Cum | |
| 60 | 60 | Supply of LOGO Sign Board of Size 60Cm x 25 Cm and LOGO Diamond to be 60 x 60 cm made of MS Sheet 18 gauge with angle 40mmX40mmX5mm frame with one post of T iron 75mmX75mmX6mm & 2.4m ht with holdfast bottom & fixing at site including foundation concrete 30x30x60 cm in CC 1:3:6 mix complete including painting, writing, figuring as per IRC:67-1977 & MORTH specifications. | 1 | Each | |
| 61 | 61 | Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area) | 2 | Each |
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