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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC TITABOR BIBIJAN CITY TOWN TITABOR P O P S TITABOR DIST JORHAT PIN 785630 ASSAM | JORHAT | ASSAM | 785630 | ₹1.2 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹1.2 CrRejected-Finance | ₹1.2 Cr | L1 | Rejected-Finance Rejected |
| 3 | L2₹1.4 Cr+₹13.6 L (11.1%)Rejected-Finance BORHOLLA P O P S BORHOLLA DIST JORHAT PIN 785631 ASSAM | NA | NA | 785631 | ₹1.4 Cr+₹13.6 L (11.1%) | L2 | Rejected-Finance Rejected |
| 4 | L3₹1.4 Cr+₹13.6 L (11.1%)Rejected-Finance | ₹1.4 Cr+₹13.6 L (11.1%) | L3 | Rejected-Finance Rejected |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
30 Oct 2024, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
CE, PWD(Roads), Assam, Chandmari, Ghy-3
TE_RIDF_XXX_24_25_354 Construction of (1) Turi Line Road (Thengalbari T.E.) (2) Bauri Line Road. (Thengalbari T.E.) (3) Ghasi Line Road (Thengalbari T.E.)(4) Maz Line Path, (Thengalbari T.E.) (5) Murah Line Path (Thengalbari T.E) (6) Internal Roads o
2024_PWD_39820_179
CE/DEV/TB/213/2024-25/04 Dtd. Guwahati, 20th September, 2024
Open Tender
Civil Works – Roads
Item Rate
270 days
Jorhat
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,730
₹2.7 L
Yes
CE, PWD(Roads), Assam, Chandmari, Ghy-3
7 Jul 2025
19 Oct 2024
30 Oct 2024
19 Oct 2024
30 Oct 2024
23 Oct 2024
19 Oct 2024 - 22 Oct 2024
22 Oct 2024
Amount
2.2 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
3.4 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
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 m as per Technical Specification Clause 303.1. (i) Private Land
4.1 Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)
4.7 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. (A) By Manual Means
6.7 Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
10.1 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (i) 600mm equilateral triangle
10.1 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iv) 900mm side octagon
10.1 Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (iii) 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
Construction of 600mm dia Single opening HPC laying only,Earth work 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
Laying ( First Class) bedding on well compacted sand, mooram as per clause 1105 (ii) Grannular material
Providing and laying RCC. Pipe NP-3 for culvert on first class bedding of grannular materials in single rows( c ) 600mm Dia. NP-3
Earth work in cushoning
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. (i) Sand Filling
Utility Shifting
MOON DAS (BID ID -247189)
GOUTAM PINCHA (BID ID -246763)
Sandeep Dugar (BID ID -246464)
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