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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC | ₹3.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.6 Cr+₹36,436.03 (0.10%)Rejected-AOC C O AMWN BASUMATARY SONTOSHI NAGAR P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 7844509 | UDALGURI | UDALGURI | ASSAM | 7844509 | ₹3.6 Cr+₹36,436.03 (0.10%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical C O LT JOGENDRA BASUMATARY NAHARBARI MAZBAT P O P S MAZBAT DIST KAMRUP METRO ASSAM PIN 784507 | MAZBAT | KAMRUP METRO | ASSAM | 784507 | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy Not Submitted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy Not Submitted |
Tender Value
₹3.6 Cr
EMD Value
₹7.3 L
Closing Date
28 Nov 2023, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD BTC, Kokrajhar
Construction of road with CC Block from Dhopguri- Khoirabari PWD road to Uttar Hatibandha Bhuyakhat Waiving Centre under CMs Goodwill Mission Project for the financial year 2023-24 of District Udalguri (31 Khwirwbari (ST).
2023_BTC_33775_1
150/PWD/NIT/Goodwill/23-24/5
Open Tender
Civil Works
Works
540 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹7,300
₹7.3 L
Yes
22 Apr 2024
9 Nov 2023
29 Nov 2023
9 Nov 2023
28 Nov 2023
9 Nov 2023
9 Nov 2023 - 28 Nov 2023
Amount
2.2. Clearing and gubbing road and 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 Classe 201.
3.4. Construction of embankment with approved material obtained from borrow pilts with a lift upto 1.5 m transporting to site, spreading grading to required slope and compacting to meet requirement Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
3.14. 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 as per Technical Specification Clause 303.1 (i) Private Land
4.1. 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 A) By Mix in Place Method (ii) For Grading II Material
4.7. Providing taying, 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. (A) By Manual Means,
6.7. 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
10.2. 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600mm equilateral triangle
600mm circular
800mm x 600mm rectangular
10.1. 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)
200 m stone (precast)
10.16. 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
Construction of 1000 mm dia SHPC (8 Nos) 11.1 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.
9.7 PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
9.2 Laying 1st class bedding on well compacted sand, moorum as per clause 1105(ii)Granular bedding Deduction for embeded pipe
9.8 Brik masonry work in cement foundation of wall complete excl. pointing and plastering as per drawing and technical Specification Caluses 1106
9.3 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) 1000mm dia.
9.11 Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification.
Construction of 1000 mm dia DHPC (2 Nos) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out. construction of shoring and bracing, removal of stumps and other deleterious matter. dressing of sides... (I). Ordinary Soil. (A) Manual means (b) With dewatering
Piain Cement Concrete M10 (1:3:6 nominal mix) in levelling course belcw open. founcation cf Head walls as per drawings & Technical Specification Caluses 1109.
Bedding for Pipe ii) Types B (First class bedding) Layirg (Fisr ciass) becding on wel! compacted sand, moorum as per Clause 1105 (ii)
9.5. 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
Stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clause 702 704 1202& 1203
Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification
NELSON BASUMATARY
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