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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance ADP ROAD CHRISTIAN PATTY NAGAON P O P S NAGAON DIST NAGAON ASSAM | NAGAON | ASSAM | 782001 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance BALISATRA HOUSE NO 0 CITY TOWN KALIABOR P O KALIABOR P S KALIABOR DISTRICT NAGAON PIN 782137 | NAGAON | ASSAM | 782137 | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance | Admitted-Finance |
Tender Value
₹68.2 L
EMD Value
₹1.4 L
Closing Date
26 Feb 2020, 2:00 pmClosed
SE PWD NRC
SE PWD NRC
Construction of Borjuri Picnic Spot ,Nagaon Approach Road under Asom Darshan for the year 2019-20
2020_PWD_16604_1
SE/NRC/TB/NIT/60/2019-20/17
Open Tender
Civil Works – Roads
Item Rate
120 days
Samaguri
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Yes
PWD
₹1.4 L
Yes
18 Mar 2020
18 Feb 2020
27 Feb 2020
18 Feb 2020
26 Feb 2020
18 Feb 2020
Amount
Road Works Heading
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
Construction of embankment with approved materials 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 By Mechanical Means: Private Land
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 Techincal Specification Clause 303.1 By Mechanical Means: Private Land
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 Techincal Specification Clause 401: For Grading II Materials
Water Bound Macadam. 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, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening. 3. A.: WBM Grading III
Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clause 1504.
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 roperly 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. (ii)60 cm equilateral tringle
ii)800mm x 600mm rectangular
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
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.
(SH&MDR)Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade------------ complete as per design and as directed. 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
(SH&MDR)-Providing and erecting Ministar Road studs b) Two- way reflective(with butyl adhesive) with dimensions : 68 x 34x9.8mm Plastic body with 2x8 glass elements.
Construction of 1.50m span slab Culvert.
Earth work in excavation for foundation of structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and braching, removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling with in tranches with excavated suitable material Ordinary Soil (I) Upto 3.0m depth For Abutments... For Return Walls
PCC Grade M-15, For Return Walls Abutment Coping End Pillar Mortar Pad
PCC Grade M-20, For Abutment.... For Return Walls.....
RCC Grade M-20, Nominal Mix Slab Cap Drit walls Kerb & Piller
Supplying, fitting & plaching TMT bar.............. For sub structure
Drainage Spout
20mm Joint filler
Supplying, fitting & plaching TMT bar.............. For super structure
Weep holes
RCC M-30 Waring cost
Construction of Brick Drain
E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil: Upto 3m depth.
Providing concrete for plain/reinforced concrete in open fondations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203.
Brick masonary work in cement morter in foundation complete excluding pointing and plastering as per draing and technical specification clause 600,1202 & 1203. (ii) Brick measonary in 1:4 cement morter.
Plastering with cement morter (1:4) 15mm thick on brick work in sub-structure as per Technical specification clause 613.4 and 1204. Inside plastering Outside Plastering Top surface
3 (three) years Routine Maintenance
1st Year
2nd Year
3rd Year
Madhab Enterprise
AFTAB UDDIN AHMED
MD MOFIDUL ISLAM
MD ABU NASER
M/S OCEN ENTERPRISE
SRI ARUN KUMAR AGARWALLA
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