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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90 LAccepted-AOC | ₹90 L | L1 | Accepted-AOC Awarded to L1 Bidder |
| 2 | L1₹90 LRejected-Finance | ₹90 L | L1 | Rejected-Finance Rejected |
| 3 | L1₹90 LRejected-Finance | ₹90 L | L1 | Rejected-Finance Rejected |
| 4 | L1₹90 LRejected-Finance BAHADURPUR BRAJAPUR HAILAKANDI ASSAM | ₹90 L | L1 | Rejected-Finance Rejected |
| 5 | L1₹90 LRejected-Finance 0 TEOK SELENGHAT TEOK JORHAT ASSAM 785636 UDYAM AS 15 0023888 | JORHAT | ASSAM | 785636 | ₹90 L | L1 | Rejected-Finance Rejected |
Tender Value
₹1 Cr
EMD Value
₹2 L
Closing Date
9 Oct 2024, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
TE_RIDF_XXX_24_25_97 Construction of Road from Narayancherra Bagan Nachghar to Shiv Mandir via Amkhal at Kurkuri T.E under RIDF-XXX of NABARD for the year 2024-25
2024_PWD_39143_16
CE/DEV/TB/213/2024-25/01 Dtd. Guwahati, 05th September, 2024
Open Tender
Civil Works – Roads
Item Rate
270 days
Cachar
Please refer Tender document.
5 documents required · 5 mandatory
₹2,000
₹2 L
Yes
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
21 May 2025
24 Sept 2024
9 Oct 2024
24 Sept 2024
9 Oct 2024
1 Oct 2024
24 Sept 2024 - 30 Sept 2024
30 Sept 2024
Amount
Clearing and Grubbing Road Land .(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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.(i) By Manual Means,(A) In area of non thorny jungle
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 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 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 (I) Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers by tracktor with grading attachment 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 materials
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoth 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. (A) By manual means. 3) Grading No. 3 : Using stone Screening Type-B 11.2mm for Gr-III.
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 complete including carriage (a) including Edge block / Edge restraint.
Painting 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 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 1701 (ii) 600 mm equilateral tringle
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 1701 (iv) 800 mmx600 mm rectongular
Reinforced 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. Ordinary Kilometer stone(precast)
Reinforced 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. 200m stone(precast)
Providing 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
H.P Culvert( 600 mm dia 3 No.) 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 B With natural Gravel I P.C.C Grade M 10 Nominal mix 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel(ii) P.C.C.Grade M 20
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. 1000 mm dia
M/S J C CONSTRUCTION (BID ID -241687)
Sri Purnam Deb (BID ID -242730)
LUTFUR RAHMAN LASKAR (BID ID -242302)
sachin sahoo (BID ID -242341)
Pragati Enterprise (BID ID -241562)
ARABINDA PAUL (BID ID -242313)
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