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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC PURBOKITTERBOND II AMALA MONACHERRA CITY TOWN HAILAKANDI P O AMALA P S HAILAKANDI DISTRICT HAILAKANDI PIN 788164 | HAILAKANDI | ASSAM | 788164 | ₹1.4 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹1.4 CrRejected-Finance ASSAM | ₹1.4 Cr | L1 | Rejected-Finance Rejected |
| 3 | L1₹1.4 CrRejected-Finance UTTAR KANCHANPUR PT I PO PANCHGRAM PS ALGAPUR HAILAKANDI ASSAM | ₹1.4 Cr | L1 | Rejected-Finance Rejected |
| 4 | L2₹1.4 Cr+₹3.9 L (2.84%)Rejected-Finance | ₹1.4 Cr+₹3.9 L (2.84%) | L2 | Rejected-Finance Rejected |
| 5 | -₹1.2 CrRejected-Finance DUHALIA HOUSE NO CITY TOWN PATHARKANDI P O DUHALIA P S PATHARKANDI DISTRICT KARIMGANJ PIN 788724 | KARIMGANJ | ASSAM | 788724 | ₹1.2 Cr | - | Rejected-Finance Rejected |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
5 Nov 2024, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
TE_RIDF_XXX_24_25_403 Construction of Road from BSS Club Lakhinagar PWD Road near Gautam Bridge to Kukinagar PWD Road at Lakhinagar TE under RIDF-XXX of NABARD for the year 2024-25
2024_PWD_39938_21
CE/DEV/TB/213/2024-25/09 Dtd. Guwahati, 08th October, 2024.
Open Tender
Civil Works – Roads
Item Rate
270 days
Hailakandi
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,020
₹3.0 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
9 Jun 2025
30 Oct 2024
5 Nov 2024
30 Oct 2024
5 Nov 2024
30 Oct 2024
30 Oct 2024 - 30 Oct 2024
30 Oct 2024
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings 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 a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (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. 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-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Providing 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
Providing 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
Providing 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
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 bamboo spur and palisading of whole 1st class bamboo (Bholuka or Barua) 85 mm to 100 mm dia. Closely packed & driven including fitting, fixing with half 2nd class bamboo (jati or Bethua) horizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood in the spur as per drawings and technical specifications B) Driven at least 900 mm below ground and 900 mm above ground on average
Construction of Single opening 600 mm dia NP3 HPC Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil (i)Up to 3.00m depth.
Type B (First Class) Bedding: Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M20)
Plain /RCC in sub structure complete as per drawing and technical specification clause 802,804,805. B. With natural gravel . II . PCC M20
Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm Dia
Utility shifting
M/S CMC ASSOCIATES (BID ID -247805)
FAKAR UDDIN (BID ID -247771)
Hussain Ahmed Laskar (BID ID -247622)
ALTAF HUSSAIN CHOUDHURY (BID ID -247479)
Mehbub Ahmed Laskar (BID ID -247789)
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