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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC CONTRACT AWARDED |
| 2 | L2₹1.3 Cr+₹68,414.79 (0.51%)Rejected-AOC BOHUABARI HOUSE NO NIL CITY TOWN DEMOW P O BAM RAJABARI P S DEMOW DIST SIVASAGAR PIN 785671 | SIVASAGAR | ASSAM | 785671 | ₹1.3 Cr+₹68,414.79 (0.51%) | L2 | Rejected-AOC CONTRACT NOT AWARDED |
| 3 | L3₹1.4 Cr+₹96,617.72 (0.72%)Rejected-AOC | ₹1.4 Cr+₹96,617.72 (0.72%) | L3 | Rejected-AOC CONTRACT NOT AWARDED |
| 4 | L4₹1.4 Cr+₹2.3 L (1.69%)Rejected-AOC | ₹1.4 Cr+₹2.3 L (1.69%) | L4 | Rejected-AOC CONTRACT NOT AWARDED |
| 5 | L5₹1.4 Cr+₹2.7 L (2.04%)Rejected-AOC VILL CHETIA HANDIQUE GAON P O SILASAKU P S SIMALUGURI DIST SIVASAGAR PIN 785686 ASSAM | CHARAIDEO | ASSAM | 785686 | ₹1.4 Cr+₹2.7 L (2.04%) | L5 | Rejected-AOC CONTRACT NOT AWARDED |
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Sib/AD/19-20/03 Improvement of Approach road to Karen Ghar, Gargaon
2020_PWD_16002_88
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Sibsagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,100
Empowered Officer, ASRB
₹2.7 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
5 Dec 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 2020
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. By Manual Means- In area of non thorny jungle
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
For 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 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
Prime Coat_Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. for GradingII(10 mm nominal size)
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete_including carriageIncluding Edge block/ Edge restraints
Providing and laying Colour (Colour Pigment ) interlocking concrete block pavement having thickness 80mm as per technical specification complete_including carriage Including Edge block/ Edge restraints
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
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 x 450mm rectangular
Providing and fixing of typical 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
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.
1st year Routine Maintenance
2nd Year Routine Maintenance
3rd year Routine Maintenance
RANJIT BORGOHAIN
Sri Ganesh Gogoi
Sri Akash Konwar
RUHIT HATIMURIA
DIPEN PHUKAN
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