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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹100.0 LAccepted-AOC MOWKHUA HOUSE NO 88 PO JALBARI PS DHAKUKHANA CITY LAKHIMPUR DISTRICT LAKHIMPUR PIN 787001 ASSAM | LAKHIMPUR | ASSAM | 787001 | 1 | Accepted-AOC Accepted | |
| 2 | 2₹1 Cr+₹1,045 (0.01%)Rejected-AOC | 2 | Rejected-AOC Not accepted | |
| 3 | Not Admitted-Fee/PreQual/Technical 138 NAMGHAR PATH BARTILA BARBARI VIP ROAD GUWAHT 36 ASSAM | 360000 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹100.0 L
EMD Value
₹2.0 L
Closing Date
15 Oct 2024, 2:00 pmClosed
CE PWD Road, Assam, Ghy-3
O/o CE PWD Road, Assam, Ghy-3
Improvement of Road from Bordoibam Bagan 1/10 to Borline and Bordoibam Bagan Section No.2 to Lejua Labour Line under RIDF-XXX of NABARD for the year 2024-25 in Dhemaji ST LAC
2024_PWD_39242_35
CE/Com/9/RIDF-30/24-25/1-TG
Open Tender
Civil Works – Roads
Item Rate
270 days
Dhemaji
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
₹2.0 L
Yes
8 Jul 2025
26 Sept 2024
16 Oct 2024
26 Sept 2024
15 Oct 2024
26 Sept 2024
26 Sept 2024 - 15 Oct 2024
Amount
Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto lead of 1000 m etc. as per technical specification cl 201(i) By manual means ( A ) In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits Construction 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 p g 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
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs 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 Clouse 303.1 (i) Private land
Construction 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 wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii ) For Grading II Material (including all lead and lift upto site)
Providing, 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 grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading- 3 (A) By Manual Means. (including all lead and lift upto site)
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including Edge Restraints and Carriage. A) Including Edge block/ Edge restraints (including all lead and lift upto site)
Culvert Works Excavation for Structures 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 suitable material. I Ordinary soil Upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 A With crushed Stone (I) P.C.C grade M 10
Bedding of pipe (B) Type B (First Class) Bedding (ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(ii) Brick masonry in 1:4 cement mortar
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause 1106. B) 1000 mm dia
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Road Furniture:- Kilo Metre Stone, Construction of Ordinary Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast)
200 Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) 200m stone (Precast)
Road Furniture Providing & fixing retro – reflectorised cautionary, 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 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm equilateral triangle
Providing & fixing retro – reflectorised cautionary, 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 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801 ii) 600mm Circular
Providing and Fixing 'Logo' of PMGSY ProjectProviding 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 andmiddle 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 x5mm. The angle iron frame of the lower most plate and flat iron frame of middleplate 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 middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted with ready mixed synthetic enamel paint of superior quality in requiredshade and colour. All sections of framed posts and steel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Pradip Phukan (BID ID -244161)
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