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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹1.3 CrAccepted-AOC WARD NO 2 P O P S KOKRAJHAR DIST KOKRAJHAR BTAD ASSAM | ₹1.3 Cr | L2 | Accepted-AOC Contract Agreement Signed with the Qualified Bidder |
| 2 | Rejected-Technical ASSAM AS | - | - | Rejected-Technical Rejected |
| 3 | Rejected-Technical RAMKRISNAPUR P O TITAGURI P S KOKRAJHAR DIST KOKRAJHAR ASSAM PIN 783374 | 783374 | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
7 Dec 2018, 2:00 pmClosed
Chief Engineer, PWD (EAP), Assam
O/o the Chief Engineer PWD (EAP), Assam Fatasil Ambari, Guwahati-781025
Const. Of Road from Barmanpara to New Kadamtola Chawk in Kokrajhar District
2018_PWD_9286_9
CE/APART/2018/NOCP/ROADS/10
Open Tender
Civil Works – Roads
Item Rate
180 days
Kokrajhar District
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
State Project Director, ARIAS Society
₹2.8 L
O/o the CE PWD (EAP), Assam
5 Jun 2020
3 Nov 2018
10 Dec 2018
3 Nov 2018
7 Dec 2018
3 Nov 2018
18 Nov 2018
Amount
Setting out Unit = 1 KM Reference Bench Mark and Bench Mark pillar as per MORD and Technical Specification Clause No. - 100 v) Typical benchmark as per drawing 200
Clearing and Grubbing road land (Clearing and grubbing road including uprooting rank vegetation grass, bushes, shrubs, sapling and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per Technical Specification clauses 201 (I) By manual means (A) In area of non thorny jungle
Construction of Embankment with approved materials obtained from borrow pits a lift upto 1.5m , transporting to site, spreading, grading to required slope and compecting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as Technical Specification Clause 301.5 (I) Private Land
Construction of subgrade and earthen shoulders with material from borrow pits with all lifts and leads, transporting to site, spreading, gradaing to required slope and compacting (including land compension of earth) as per drawing Technical Specifications Clause 303.1 (I) Private Land
Construction of granular subbase by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place mathod with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications Clause 401 (i) For grading ii materials Drainage layer Top layer Total Quantity
Providing ,laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersticks of coarse aggreate , watering and compacting to the required dencity grading 2 as per Technical Specification Clause 405 . (A) By manual means
Providing ,laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the intersticks of coarse aggreate , watering and compacting to the required dencity grading 3 as per Technical Specification Clause 405 . (A) By manual means
i) (a) Providing and laying interlocking concrete Block Pavements (M 40) having thickness 80mm as per technical specifications clause 1504 (inclusive of edge restraint and carriage) A) including Edge Block / Edge Restrains
Painting lines, dashes, arrows, etc on road in two coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS : 164 on bituminous / concrete surface - including cleaning the surface of all dirt - dust and other foreign matter, demmarcation at dsite and traffic control as per drawing and technical specification clause . 1702
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) 200 m 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 (ii) Ordinary Kilometer Stone (Precast)
Providing and laying standred single cell precast box culvert (M25) along with RCC wing wall, CC curtain wall, floor protection with CC parapet wall etc. including necessary eartwork in excavation back filling transporation of precast box to the site of work, placing, positioning, jointing with mastic joint scaler , erection joining by grouting including reinforcement etc. complete as per Assam Standard Culverts (ASC) drawing and Technical Specification Clause 1600, 1700, MORD Specification (Measurement shall be made in number) (i) Assam Standard Culvert (ASC) 1M X 1M (rate as per analysis)
Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type refelective sheeting vide clause 1701.2.3, fixed over aluminium sheeting 1.5mm thick supported on GI pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm X 450mm X 600MM, 600mm below ground level as per drawings and Tecnical Specification clause 1701 (ii) 60cm equilateral tringle
SUNITI CONSTRUCTION PVT LTD
SABIRAM BASUMATARY
SWAPAN LODH ROY
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