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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC HOUSE NO NIL CITY TOWN UDALGURI P O KALAIGAON P S KALAIGAON DISTRICT UDALGURI PIN 784525 | DARRANG | ASSAM | 784525 | ₹1.5 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹1.5 Cr+₹1.2 L (0.84%)Rejected-Finance 3D SHINE TOWER SATI JAYMATI ROAD ARYA CHOCK REHABARI GUWAHATI 8 | KAMRUP METRO | ASSAM | 781001 | ₹1.5 Cr+₹1.2 L (0.84%) | L2 | Rejected-Finance Rejected as L2 |
| 3 | L3₹1.5 Cr+₹2.2 L (1.52%)Rejected-Finance M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹1.5 Cr+₹2.2 L (1.52%) | L3 | Rejected-Finance Rejected as L3 |
| 4 | L4₹1.5 Cr+₹2.6 L (1.79%)Rejected-Finance | ₹1.5 Cr+₹2.6 L (1.79%) | L4 | Rejected-Finance Rejected as L4 |
| 5 | L5₹1.5 Cr+₹3.0 L (2.08%)Rejected-Finance TANGLA UDALGURI ASSAM | UDALGURI | ASSAM | 784113 | ₹1.5 Cr+₹3.0 L (2.08%) | L5 | Rejected-Finance Rejected as L5 |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
6 Jun 2022, 2:00 pmClosed
Chief Engineer,(EAP) PWRD,Assam
O/o The Chief Engineer,(EAP) PWRD,Assam Fatasil Ambari,Guwahati- 781025
APART/NOCP/ROADS/DNG-08 Construction of Road from Gorapari L P School to Dhula NH-15 Road of Gorapori Chapar and Khotoniapara Village, Shyamabari Mouza in Darrang District (Length 1.50 KM) under APART
2022_PWRDW_25403_1
CE/APART/32/2022/17
Open Tender
Civil Works – Roads
Lump-sum
270 days
Darrang District
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,000
₹3.9 L
Yes
O/o The Chief Engineer,(EAP) PWRD,Assam
11 Oct 2022
5 May 2022
6 Jun 2022
5 May 2022
6 Jun 2022
5 May 2022
5 May 2022 - 18 May 2022
18 May 2022
Amount
Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 300mm, removal of slumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per Technical Specification clause 201.1 By Manual Means In area of non thorny jungle
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with lead upto 1000m as per Technical specification Clause 301.5 From Private land
Construction of Subgrade and Earthen Shoulders Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 with lead upto 1000m as per Technical specification clause 303.1 From 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 rotovator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401 For Grading II material
Water Bound Macadam Sub-base/base WBM Grading 2 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. By manual means
WBM Grading 3 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 3 as per Technical Specification Clause 405. By manual means
Interlocking Concrete Block Pavement Interlocking pavement block Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Traffic Signs A) Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 600mm equilateral triangle
Traffic Signs A) Retro-reflectorised traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification Clause 801 60cm circular
Kilometre Stone 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 (ii)Ordinary Kilometer Stone (Precast)
Kilometre Stone 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 (iii)200m stone (precast)
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick,top and middle plate duly welded with MS flat iron 25mm x 5mm 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 2nos 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement concrete M15 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 MS will be stove enameled on both sides.Lettering and printing arrows,border etc will be painted with ready mixed synthetic enmel paint of superior quality in required shade and colour. All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
The Provisional Sum of Rs 40,680 (Rupees Forty Thousand Six Hundred Eighty Only) is meant for shifting of electric pole/lines from the ROW. This is a fixed amount to be utilised during implementation for the purpose of utility shifting. (Bidder is not required to quote the fixed amount separately.)
M/S BIMAL KUMAR AGARWALA
Sri Dhrubajyoti Kakati
ARPANAM KAKATI
Pabitra Boro
Raju Choudhury
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