Road Transport and Highways Government Departments Closing in 0 days TDR #50339699

Constructionof Rcc Bridge Approach Of Madhuri Chowk To Bhogeswar Mandir Including Damaged Repairing 2_Constructionofdrain & Roadin Anandapur Muslim Supa Village On Patacharkuchi Bagapara Road 3_ Constructionoficbproad From Purani Bangaon Shiv Mandir To Ka

Issued by Government Departments · bajali, Assam
Tender Value
1.79 Crore
Estimated cost
Bid Submission
12 Aug 2025
0 days left
EMD
3.59 Lakhs
Bank guarantee accepted
Document Fee
3600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Constructionof RCC Bridge Approach of Madhuri Chowk to Bhogeswar Mandir including damaged repairing 2_ConstructionofDrain & Roadin Anandapur Muslim Supa village on Patacharkuchi Bagapara Road 3_ ConstructionofICBPRoad from Purani Bangaon Shiv Mandir to Kaldia River(East Side)via Purani Bangaon Gosaighat at Village Bongaon under SOPD (G) for the year 2025-26

BOQ

Name of Work: 1_Constructionof RCC Bridge Approach of Madhuri Chowk to Bhogeswar Mandir including damaged repairing 2_ConstructionofDrain & Roadin Anandapur Muslim Supa village on Patacharkuchi Bagapara Road 3_ ConstructionofICBPRoad from Purani Bangaon Shiv Mandir to Kaldia River(East Side)via Purani Bangaon Gosaighat at Village Bongaon under SOPD (G) for the year 2025-26
Sl. No. Item Description
11_ Construction of RCC Bridge Approach of Madhuri Chowk to Bhogeswar Mandir including damaged Repairing under SOPD-G for the year 2025-26_Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
2Construction of subgrade and earthen shoulderwith approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt.
3By Mix in place Methd(Construction of granular sub-base by providing close 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 vibratory roller to achive the desired density coplete as per cl.401 (with an initial lead of 5.00Km) (including cost of testing of materials at site and labortory as directed by deptt.)
4Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of screeninig/binding material to fillup the interstices of coarse aggregate, watering and compacting to reqd. density(with an initial lead of 5.00km) By mechanical means Grading-III(Using Screening type-B)(11.2mm aggregates)
5Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.(a) including Edge block/Edge restraints
6Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl 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 technical specifications Clause 1301
7Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geo bags with sand weighing 126.00kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.(b) Without Boat
8Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
92_ConstructionofDrain & Roadin Anandapur Muslim Supa village on Patacharkuchi Bagapara Road_Construction of subgrade and earthen shoulderwith approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt.
10RCC Covered DrainEarth work in excavation of foundation of structure as per drawing and technical specification clause 1104, including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material..(I)Ordinary soil(A) Upto 3m depth
11Providing concrete for Plain / reinforced cement concrete, in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202 & 1203.PCCgrade M10 Nominal mix 1:3:6
12Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13Providing plain/reinforced concrete in open foundation as per drawing and technical specification.(1) PCC -M20, Nominal Mix-1:2:4
143_ ConstructionofICBPRoad from Purani Bangaon Shiv Mandir to Kaldia River(East Side)via Purani Bangaon Gosaighat at Village Bongaon_Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to lead of 1000m
15Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5.
16Construction of subgrade and earthen shoulderwith approved meterial obtained from borrow oit with all lift and leads , transporting to site ,soreading gradding to required slope and compacted to meet requirement of table 300-2 including cost of testing of materials at site and laboratory as directed by the deptt.
17By Mix in place Methd(Construction of granular sub-base by providing close 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 vibratory roller to achive the desired density coplete as per cl.401 (with an initial lead of 5.00Km) (including cost of testing of materials at site and labortory as directed by deptt.)
18Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of screeninig/binding material to fillup the interstices of coarse aggregate, watering and compacting to reqd. density(with an initial lead of 5.00km) By mechanical means Grading-III(Using Screening type-B)(11.2mm aggregates)
19Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.(a) including Edge block/Edge restraints
20Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specefication(V) 600 mm x 600 mm Square informatory sign
21Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specefication (iii) 60cm circular
22Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 450mm x 450mm x 600 mm bellow ground level as per drawing and technical specefication (ii) 60cm equilateral traingle
23Kilometer StoneReinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. ii) Ordinary Kilometer Stone (Precast)
24Kilometer StoneReinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.iii) 200 m stone (precast)
25600 mm Dia HPC :: Earth work in excavation for foundation of structure upto 3.00 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of side slopes and bottom and backfilling with approved material
26Providing cement concretefor plain/ RCC in open foundation complete as per drawing and Technical Specifications Clause 802, 803,1202 &1203 crushed stone . PCC grade M10 Nominal Mix 1:3:6.
27Providing and laying RCC pipe(NP3) for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry workin head wall and parapets Clause 1106600mm dia
28Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109 (iii)in prop.1:4
29Plastering with cement mortar 1:4, 15 mm thick on brick work in sub-structure as perTechnical specification Clause 613.3
30Providing 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
31Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.

AI Tender Summary

OUR REF NO 50339699
AUTHORITY Government Departments
TENDER VALUE 1.79 Crore
LAST DATE 12-08-2025
Authority
Authority Name Public Works Roads Department
Work Description Constructionof RCC Bridge Approach of Madhuri Chowk to Bhogeswar Mandir including damaged repairing 2_ConstructionofDrain & Roadin Anandapur Muslim Supa village on Patacharkuchi Bagapara Road 3_ ConstructionofICBPRoad from Purani Bangaon Shiv Mandir to Kaldia River(East Side)via Purani Bangaon Gosaighat at Village Bongaon under SOPD (G) for the year 2025-26
Basic Detail
Tender No CE/MAINT/SOPDG/01/2025-26/02
Bidding Type Tender
Location
City bajali
State Assam
Key Dates
Publish Date 24 Jul 2025
Submission Date 12 Aug 2025
Open Date 14 Aug 2025
Finance
Tender Value 1.79 Crore
Tender Fee 3600
EMD 3.59 Lakhs
Exemption Available
Document List
Tendernotice_2.pdf
Tendernotice_3.pdf
170676bd-d7b1-459f-b745-129c1d5fe0a4.html
BOQ_72847.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 24, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 12, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 14, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

html

170676bd-d7b1-459f-b745-129c1d5fe0a4.html

xls

BOQ_72847.xls

pdf

Tendernotice_1.pdf

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