Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC HANUMAN TOWER ATHAON GUWAHATI PO BHARALUMUKH PS BHARALUMUKH KAMRUP METRO ASSAM | ₹2.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.1 Cr+₹4.6 L (2.23%)Rejected-AOC H NO 3 TIRANGA PATH P O HENGRABARI KALI MANDIR P S DISPUR GHY KAMRUP M PIN 781036 | KAMRUP METRO | ASSAM | 781036 | ₹2.1 Cr+₹4.6 L (2.23%) | L2 | Rejected-AOC Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical NALBARI SATRA NALBARI P O CHOWKBAZAR PS NALBARI DISTRICT NALBARI | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Rejected-Technical | - | - | Rejected-Technical NIT/RFP Criteria has not been fulfilled |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
1 Nov 2024, 5:00 pmClosed
Managing Director
Assam Industrial Development Corporation Ltd. (AIDC), R G Baruah Road, Guwahati-24
Construction of Internal Roads, RCC Drain and Street Lighting at Industrial Estate Dalgaon, Dist Darrang, Assam under SOPD scheme
2024_ICD_39873_1
487737/103
Open Tender
Civil Works
Item Rate
365 days
Industrial Estate Dalgaon
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,694
₹4.7 L
Yes
2 Jun 2025
9 Oct 2024
2 Nov 2024
10 Oct 2024
1 Nov 2024
14 Oct 2024
Amount
ICBP road of length 400 RM and width 7.5M
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: 'By Mechanical Means (a) In area of non-thorny jungle
Excavation in Ordinary Soil 'Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 'Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
Compacting original ground supporting subgrade: 'Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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 'Private Land
Granular Sub-base with Well Graded Material (Table 400.1) 'By Mix in Place Method '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. 'For Grading II Material
WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN 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 grading 2 as per Technical Specification Clause 405. (B) By Manual Means
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 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. (B) By Manual Means
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. 'Including Edge block/ Edge restraints
RCC Box Culvert
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. Ordinary soil Upto 3 m depth
Brick Soling Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
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 II) P.C.C Grade M15 Nominal mix 1:2.5:5
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A) With Crushed Stone IV) RCC Grade M 25 i) For height upto 5 m
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
RCC drain of 600 mm clear width and 800 RM length with an average height of 1 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 sides and bottom and backfilling in trenches with excavated suitable material. 'Ordinary soil 'Upto 3 m depth
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil)
BRICK SOLING 'Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With natural Gravel P.C.C Grade M 15 Nominal mix 1:2.5:5
Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone RCC Grade M 20 For height upto 5 m
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
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
INSTALLATION OF LT LINE WITH LED STREET LIGHT ON NEW PORTION OF INTERNAL ROAD (400 Mtr)
Supply of GI Steel Tubular Pole SP 56 (11 Mtr) as dircted
Erection of stell tubular of rail pole strut in cement concrete 1:3:6 foundation including excavation and refillling and secured with holding clamps, bolts, nuts, etc. as required.
Supply of ACSR RABBIT conductor as dircted
Erection of ACSR conductor of 7/2.11 mm to 7/3.00 mm diameter including binding etc. as required (214 KG per KM)
Supply of GI channel cross arm (100x50x6x2200 mm) as directed
Erection of angle iron/ channel iron cross arm on wood/ RCC/ PCC/ steel tubular/ rail pole etc. as required.
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
Supplying and laying 25mm x 5mm GI strip at 0.50 mtr. below ground as strip earth electrode including connection, termination with GI nut, bolt, spring, washer etc. as required
Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 4.00 mm dia G.I. stay wire and strain insulator etc. in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
Supplying and erection of 100 mm X 110 mm shackle insulator with G. I. Bolt, nuts and straps etc. as required .
Supplying and erection of 100 mm X 80 mm pin insulator complete with G. I. Spindle and nuts etc. as required.
Erection of G.I. Wire No. 8 SWG including binding etc. as required.
Supplying and fixing MV horn gap lightening arrestor as required.
Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required- 2 output per phase and suitable for single phase supply
Supplying and installation and commissioning of vermin and dust proof totally enclosed double door cubical type compartmental floor mounting panel board of size 1.20 m ×1.00 m ×0.50 m made of 16 SWG1.66mm) thick CR sheet and 35 mm × 35 mm × 6 mm size angle and 35 mm ×6 mm flat iron having 4 nos legs at the bottom and G.I. Sheet reefing on the top complete painting with 2 coats of red oxide metal primer and 2 coats of enameled paint. The panel board is to be erected in 1:3:6 RCC pole foundation including excavation of trench and brick soling etc. complete neatly internal wiring done as specified and directed by the department comprising of the following electrical items. 1. 40 Amp 4 pole 415 Volt 50 Hz MCCB as incomer - 1 no 2. 32 Amp 2 pole open execution with HBC fuse SDFU unit as outgoing - 3 nos. 3. 25 mm × 5 mm size 4 strip copper Bus-Bar- 1 set 4. 40 Amp 4 pole ON-OFF poser contactor - 1 No. 5. Surface mounting timer switch - 1 No. 6. 63 Amp bakelite HBC fuse kit-kat - 3 Nos
Supply, installation, testing and commissioning of LED street light with 2.5 sqmm twin core PVC insulated & sheathed aluminium wire complete as required. Specification: LED street light with pressure die-cast housing, toughened glass and high power LED's, secondary optics and IP 66 protection, Efficiancy >110/ 120 LPW, available with 10KV SPD (Model no. TRP-411-90-57-HL2-GL-NSG of Crompton brand or equivalent as approved by the department)
DIPANKAR BORA (BID ID -247159)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .