Rural Development Government Departments Closing in 0 days TDR #25910965

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

Issued by Government Departments · Unnao, Uttarakhand
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Nov 2020
0 days left
EMD
6 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Unnao → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

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 DescriptionItem Code / MakeQuantityUnits
11Name of Road :Jamal Nagar To Kalimitti Dabauli Road via Dadlaha
22Construction 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 Cuts1460Cum
33Providing, 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)113.28Cum
44Providing 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 5021510.4Sqm
55Providing 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 503.31155Sqm
66Providing, 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 Means31155Sqm
77Providing 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)31155Sqm
88Brick on Edges0.16KM
99Reinforced 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)2Each
1010Reinforced 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)16Each
1111Painting 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 170160Sqm
1212Printing 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 17017175Per letter
1313Brick 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.4.38Cum
1414Supply 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.1Each
1515Providing 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)4Each
1616Name of Road :L 065 Safipur Pariyar To Muradpur
1717Construction 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 Cuts110Cum
1818Providing, 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)6Cum
1919Providing 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 50280Sqm
2020Providing 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 503.2535Sqm
2121Providing, 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 Means2535Sqm
2222Providing 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)2535Sqm
2323Brick on Edges0.013KM
2424Reinforced 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)1Each
2525Reinforced 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)2Each
2626Painting 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 170112Sqm
2727Printing 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 17013408Per letter
2828Brick 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.0.7Cum
2929Supply 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.1Each
3030Providing 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)1Each
3131Name of Road :L047 Harha Balai Padmara To Chharauwa Khera
3232Construction 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 Cuts338Cum
3333Providing, 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)13.31Cum
3434Providing 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 502177.467Sqm
3535Providing 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 503.5928Sqm
3636Providing, 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 Means5928Sqm
3737Providing 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)5928Sqm
3838Brick on Edges0.029KM
3939Reinforced 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)1Each
4040Reinforced 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)4Each
4141Painting 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 170125Sqm
4242Printing 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 17014145Per letter
4343Brick 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.1.43Cum
4444Supply 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.1Each
4545Providing 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.1Each
4646Providing 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)1Each
4747Name of Road :UK Road Safipur To Patari Link Road
4848Construction 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 Cuts1225Cum
4949Providing, 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)104.2Cum
5050Providing 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 5021389.33Sqm
5151Providing 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 503.27371.2Sqm
5252Providing, 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 Means27371.2Sqm
5353Providing 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)27371.2Sqm
5454Brick on Edges0.14KM
5555Reinforced 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)2Each
5656Reinforced 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)12Each
5757Painting 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 170165Sqm
5858Printing 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 17017410Per letter
5959Brick 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.4.22Cum
6060Supply 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.1Each
6161Providing 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)2Each

AI Tender Summary

OUR REF NO 25910965
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 18-11-2020
Authority
Authority Name Uttar Pradesh Rural Road Development Agency
Work 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
Basic Detail
Tender No 2615 /RED/Comp/PMGSY(PM)/2020-21 Dt-26/10/20
Bidding Type Tender
Location
City Unnao
State Uttarakhand
Key Dates
Publish Date 04 Nov 2020
Submission Date 18 Nov 2020
Open Date 18 Nov 2020
Finance
Tender Value Ref. Documents
Tender Fee 5000
EMD 6 Lakhs
Exemption Not Available
Document List
E4B87F34-56A6-491A-9F7F-A20CF643ED65.html
Tendernotice_1.pdf
UP6920RSBD.pdf
BOQ_169325.xls

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Tender Timeline

Nov 04, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 18, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Nov 18, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

E4B87F34-56A6-491A-9F7F-A20CF643ED65.html

pdf

Tendernotice_1.pdf

pdf

UP6920RSBD.pdf

xls

BOQ_169325.xls

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