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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90 LAccepted-AOC BURIBAIL PT I HOUSE NO 102 CITY TOWN BORKHOLA P O GONIR GRAM P S BORKHOLA DISTRICT CACHAR PIN 788025 | CACHAR | ASSAM | 788025 | L1 | Accepted-AOC Awarded to L1 Bidder | |
| 2 | L1₹90 LRejected-Finance MADHURBOND PART I OLD LP ROAD HOUSE NO 0 CITY TOWN SILCHAR P O SILCHAR P S SILCHAR DISTRICT CACHAR PIN 788001 | CACHAR | ASSAM | 788001 | L1 | Rejected-Finance Rejected | |
| 3 | L1₹90 LRejected-Finance | L1 | Rejected-Finance Rejected | |
| 4 | L1₹90 LRejected-Finance | L1 | Rejected-Finance Rejected | |
| 5 | L1₹90 LRejected-Finance NARAINPUR PART IV CITY TOWN HAILAKANDI P O NARAINPUR P S HAILAKANDI DISTRICT HAILAKANDI PIN 788152 | HAILAKANDI | ASSAM | 788152 | 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_47 Construction of Road from (i) 12 No Tinhali to 12 No Tinhali via Prafullo Kumar House, Christen Basti and Rampur TE Factory (ii) Daloo Moinerbond Road to Shiv Mandir under Rampur T.E under RIDF-XXX of NABARD for the year 2024-25
2024_PWD_39143_9
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
17 May 2025
23 Sept 2024
9 Oct 2024
23 Sept 2024
9 Oct 2024
1 Oct 2024
23 Sept 2024 - 30 Sept 2024
30 Sept 2024
Amount
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 12 No Tinhali to 12 No Tinhali via Prafullo Kumar House,Christan Basti & Rampur TE Factory
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. 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 Clause 401. (II) For Grading II Material
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means
Inter locking concrete Block pavement Interlocking pavement block Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Excluding Edge block/ Edge restraints
Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
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
Single Cell Box Culvert 1.00 m x 1.00 m 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 side 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 Nominal mix 1:3:6 [Hand Mixing]
Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 IV R.C.C Grade M20
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 III RCC Grade M 20 i) For height upto 5 m
Providing 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
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. A With crushed stone I R.C.C grade M 20 i For nominal mix 1:2:4 a) Height upto 5 M
Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 A With crushed stone I Nominal mix 1:2.5:5 (Hand mixing)
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
MEHBUB HUSSAIN LASKAR (BID ID -242311)
ZOOM TRADING (BID ID -242772)
AZAD HUSSAIN LASKAR (BID ID -242831)
MUJEFAR HUSSAIN LASKAR (BID ID -242182)
SKYLINE ENTERPRISE (BID ID -243278)
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