Road Transport and Highways Government Departments Closing in 0 days TDR #23469169

Ut-03-146 Construction And Maintenance Of Pokhai Kandai Motor Road Stage-Ii

Issued by Government Departments · Pokhari, Uttarakhand
Tender Value
8.68 Crore
Estimated cost
Bid Submission
27 Feb 2020
0 days left
EMD
17.37 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Rate Contract
Location / State
Pokhari → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Ut-03-146 Construction And Maintenance Of Pokhai Kandai Motor Road Stage-Ii

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 18-Feb-2020 Corrigendum no.03/2020-21 letter no-3114 dated 17-02-2020 for date extension Date 27-Feb-2020

BOQ

Name of Work: Construction and Five Year Maintenance of Pokhari Kandai Motor Road Stage -II
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1\n\nitem 1100750Sqm
22Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.item 23587.87Cum
33Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.item 32154.68Cum
44Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.item 42196.47Cum
55Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.item 52430.72Cum
66Cement plum Concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifictionitem 674.25Cum
77Plain/reinforced cement concrete in substructure complete as per drawings and\ntechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C in M 20item 75.34Cum
88Plastering with cement mortar (1:4), 15 mm thick in substructure as\nper technical specification Clauses 613.4 & 1204item 82228.73Sqm
99White washing of parapet walls of CD work and tree truncks\nWhite washing two coats on parapet walls and tree trunks including preparation of\nsurface by cleaning scraping etc. as per technical specifications Clause 1915item 9784.98Sqm
1010Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg eachas per drawing andtechnical specificationsClause 1301\nitem 10270Cum
1111Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.item 1112900Rmt
1212Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 M-10item 12214.3Cum
1313Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25item 1395.64Cum
1414Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(Couresd Rubble Masonary)item 14
1515In 1:4 cement mortaritem 15170.64Cum
1616Random rubble masonry In cement mortar (1:5)item 16108.8Cum
1717Pointing with cement mortar (1:3) on Abutment as per drawing and technical specification Clauses 613.3 and 1204item 1779.97Sqm
1818Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7item 18280.8Rmt
1919Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209.item 196nos
2020Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706item 2024Rmt
2121Providing & laying stone pitching in open foundation for causewayitem 21141.4Cum
2222Supplying, fitting and placing HYSD bar reinforcement in foundation complete as\nper drawings and technical specifications Clauses 1000 and 1202item 2257.11Qtl.
2323Construction of Embankment with Material Obtained from Roadway cutting construction of embankement 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 (Sub grade preparation Making of Super elevation and Pattri filling)item 2314785.2Cum
2424Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.item 242006.1Cum
2525Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.\nUsing naturally occuring gravelitem 258235.25Cum
2626WBM Grading 2\nProviding, 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 completion of the work as directed by Engineer-in-charge and MORD Specificationitem 264776.34Cum
2727WBM Grading 3\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. By Mechanical Meansitem 274611.52Cum
2828Prime Coat\nLow 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\nClause 502item 2863305Sq.Mtr.
2929Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.item 2963305Sq.Mtr.
3030Providing, Laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen 80-100 ( S-90 ) 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 capecity, finished to riquired level and grades as per MORD Specification.item 3063305Sq.Mtr.
3131Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10)item 3163305Sq.Mtr.
3232Providing and fixing Kilometer Stone (Precast) R.C.C. M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including of painting and printing Etc.item 3215nos
3333same as above but Providing and fixing Hectometer Stone 200m Stone (Precast)item 3360nos
3434Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing.item 342nos
3535Providing fixing of PMGSY Logo board at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in chargeitem 352Nos
3636Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.item 362Nos
3737Providing and fixing of semi reflective cautionary, mandatory and informatory sign 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 of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ( 600 mm equilateral & triangleitem 3740nos
3838Emergency Maintenanceitem 38
3939Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611item 39
4039.1Ist Yearitem 40891.6Cum
4139.2Iind Yearitem 41802.44Cum
4239.3IIIrd Yearitem 42722.2Cum
4339.4Ivth Yearitem 43649.98Cum
4439.5Vth Yearitem 44584.98Cum
4540Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of workitem 45
4640.1Ist Yearitem 4629.72hours
4740.2Iind Yearitem 4726.75hours
4840.3IIIrd Yearitem 4824.07hours
4940.4Ivth Yearitem 4921.67hours
5040.5Vth Yearitem 5019.5hours
5141Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301item 51
5241.1Ist Yearitem 5229.72Cum
5341.2Iind Yearitem 5326.75Cum
5441.3IIIrd Yearitem 5424.07Cum
5541.4Ivth Yearitem 5521.67Cum
5641.5Vth Yearitem 5619.5Cum
5742Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)item 57
5842.1Ist Yearitem 5844.58Cum
5942.2Iind Yearitem 5940.12Cum
6042.3IIIrd Yearitem 6036.11Cum
6142.4Ivth Yearitem 6132.5Cum
6242.5Vth Yearitem 6229.25Cum
6343Maintenance under PBMCitem 63
6444\n1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. \n2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.\n3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .\n4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.\n5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. \n6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.\nitem 64
65457] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.\n8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).\n9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.item 65
6645.1Ist Yearitem 6614.86Km
6745.2Iind Yearitem 6714.86Km
6845.3IIIrd Yearitem 6814.86Km
6945.4Ivth Yearitem 6914.86Km
7045.5Vth Yearitem 7014.86Km

AI Tender Summary

OUR REF NO 23469169
AUTHORITY Government Departments
TENDER VALUE 8.68 Crore
LAST DATE 27-02-2020
Authority
Authority Name Pradhan Mantri Gram Sadak Yojana
Work Description Ut-03-146 Construction And Maintenance Of Pokhai Kandai Motor Road Stage-Ii
Basic Detail
Tender No UT03146
Bidding Type Rate Contract
Location
City Pokhari
State Uttarakhand
Key Dates
Publish Date 18 Feb 2020
Submission Date 27 Feb 2020
Open Date 27 Feb 2020
Finance
Tender Value 8.68 Crore
Tender Fee 5000
EMD 17.37 Lakhs
Exemption Not Available
Document List
BOQ_154120.xls
960A1D4A-934A-413E-B557-831B3F6230A6.html
Tendernotice_1.pdf
MBD_POKHARI_KANDAI_MR.pdf

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Tender Timeline

Feb 18, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 27, 2020
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Feb 27, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 27, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_154120.xls

html

960A1D4A-934A-413E-B557-831B3F6230A6.html

pdf

Tendernotice_1.pdf

pdf

MBD_POKHARI_KANDAI_MR.pdf

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