Road Transport and Highways Government Departments Closing in 0 days TDR #35573693

Tender For Mmppna_22_23_110 Construction Of Road From Alisinga To Bogipukhuri (Lakhinarayan Mandir) (From Ch. 0.00M To 3180.00M) Including Routine Maintenance For 4 (Four) Years Under Mukhya Mantrir Paki Path Nirman Achani For The Year 2022-23, Dheki

Issued by Government Departments · dhekiajuli, Assam
Tender Value
2.07 Crore
Estimated cost
Bid Submission
25 Jan 2023
0 days left
EMD
4.43 Lakhs
Bank guarantee accepted
Document Fee
4430
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
dhekiajuli → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Mmppna_22_23_110 Construction Of Road From Alisinga To Bogipukhuri (Lakhinarayan Mandir) (From Ch. 0.00M To 3180.00M) Including Routine Maintenance For 4 (Four) Years Under Mukhya Mantrir Paki Path Nirman Achani For The Year 2022-23, Dhekiajuli Lac

BOQ

Name of Work: Construction of road from Alisinga to Bogipukhuri (Lakhinarayan Mandir) (From Ch. 0.00m to 3180.00m) including routine maintenance for 4 (four) years under Mukhya Mantrir Paki Path Nirman Achani for the year 2022-23, Dhekiajuli LAC
Sl. No. Item Description
1Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I)Private Land
2Construction 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. Private Land
3Construction of granular sub-base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheelroller to achieve the desired density, complete asper Clause 401. II) For Grading IIMaterial
4Wet Mix MacadamProviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.By Mechanical Means with 1 km lead
5Providing 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
6Providing 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.
7Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size)
8Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
9Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular
10Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular
11Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
12HPC Single Opening 1000mm diaEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
13PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
14Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
15Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
16Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.B)1000mm dia.
17Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
18HPC Double Opening 1000mm dia Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
19PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
20Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
21Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
22Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.B)1000mm dia.
23Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
24HPC Single Opening 600mm dia NP3 Hume Pipe Culvert, Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.
25PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
26Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
27Brik masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
28Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.600mm dia.
29Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
30Utility shifting as per direction of Executive Engineer in consulatation with the concerned department

AI Tender Summary

OUR REF NO 35573693
AUTHORITY Government Departments
TENDER VALUE 2.07 Crore
LAST DATE 25-01-2023
Authority
Authority Name Public Works Roads Department
Work Description Mmppna_22_23_110 Construction Of Road From Alisinga To Bogipukhuri (Lakhinarayan Mandir) (From Ch. 0.00M To 3180.00M) Including Routine Maintenance For 4 (Four) Years Under Mukhya Mantrir Paki Path Nirman Achani For The Year 2022-23, Dhekiajuli Lac
Basic Detail
Tender No CE/DEV/TB/235/2022-23/13
Bidding Type Tender
Location
City dhekiajuli
State Assam
Key Dates
Publish Date 03 Jan 2023
Submission Date 25 Jan 2023
Open Date 27 Jan 2023
Finance
Tender Value 2.07 Crore
Tender Fee 4430
EMD 4.43 Lakhs
Exemption Not Available
Document List
Tendernotice_2.pdf
82fb121f-6878-461b-81a5-46e82f010e6a.html
BOQ_45914.xls
Tendernotice_1.pdf
Tendernotice_3.pdf

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Tender Timeline

Jan 03, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 25, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 27, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_2.pdf

html

82fb121f-6878-461b-81a5-46e82f010e6a.html

xls

BOQ_45914.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_3.pdf

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