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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹3.3 L (1.21%)Admitted-Finance | ₹2.7 Cr+₹3.3 L (1.21%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹3.3 L (1.21%)Admitted-Finance WARD NO 9 BAZAR PATTY NORTH LAKHIMPUR ASSAM | ₹2.7 Cr+₹3.3 L (1.21%) | L3 | Admitted-Finance |
| 4 | L4₹2.7 Cr+₹3.3 L (1.21%)Admitted-Finance | ₹2.7 Cr+₹3.3 L (1.21%) | L4 | Admitted-Finance |
| 5 | L4₹2.7 Cr+₹3.3 L (1.21%)Admitted-Finance | ₹2.7 Cr+₹3.3 L (1.21%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Dhrubajyoti Kakati L4 | Sri Utpal Hazarika L4 | M/S R B CONSTRUCTION L4 | SRI SUBHASH NARAH L5 | Paban Saikia L7 | Badrul Islam L8 | Coupler Contrive Pvt Ltd L2 | Sri Ajoy Kumar Dey L4 | MD SOIDUR RAHMAN L6 | Bhrigu Sath Shah L1 | Rajib Sahu L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 ( A ) In area of non thorny jungle | 0.97 | Hect | 15,000 ₹14,490 Lowest | 48,000 ₹46,368 | 15,000 ₹14,490 Lowest | 52,995.08 ₹51,193.25 | 40,000 ₹38,640 | 45,000 ₹43,470 | 48,000 ₹46,368 | 50,000 ₹48,300 | 45,000 ₹43,470 | 45,000 ₹43,470 | 47,000.01 ₹45,402.01 |
| 2.00 | 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 | 25,911.02 | cum | 115 ₹29,79,766.84 Lowest | 200 ₹51,82,203.2 | 115 ₹29,79,766.84 Lowest | 254.76 ₹66,01,142.26 | 197.6 ₹51,20,016.76 | 200 ₹51,82,203.2 | 160 ₹41,45,762.56 | 150 ₹38,86,652.4 | 200 ₹51,82,203.2 | 180 ₹46,63,982.88 | 230 ₹59,59,533.68 |
| 3.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs 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 Clouse 303.1 (i) Private land | 1,897.6 | Cum | 160 ₹3,03,616 Lowest | 210 ₹3,98,496 | 160 ₹3,03,616 Lowest | 339.68 ₹6,44,576.77 | 200 ₹3,79,520 | 200 ₹3,79,520 | 180 ₹3,41,568 | 330 ₹6,26,208 | 200 ₹3,79,520 | 310 ₹5,88,256 | 300 ₹5,69,280 |
| 4.00 | 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. ii ) For Grading II Material (including all lead and lift upto site) | 1,280.61 | Cum | 4,000 ₹51,22,440 | 3,000 ₹38,41,830 | 4,000 ₹51,22,440 | 2,963.99 ₹37,95,715.23 | 3,400 ₹43,54,074 | 3,800 ₹48,66,318 | 2,900 ₹37,13,769 | 3,000 ₹38,41,830 | 3,800 ₹48,66,318 | 2,500 ₹32,01,525 Lowest | 2,700 ₹34,57,647 |
| 5.00 | 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading- 3 (A) By Manual Means. (including all lead and lift upto site) | 640.3 | cum | 5,000 ₹32,01,525 | 4,560 ₹29,19,790.8 | 5,000 ₹32,01,525 | 4,750.52 ₹30,41,781.71 | 4,900 ₹31,37,494.5 | 5,400 ₹34,57,647 | 4,700 ₹30,09,433.5 | 4,700 ₹30,09,433.5 | 5,400 ₹34,57,647 | 4,100 ₹26,25,250.5 Lowest | 4,270 ₹27,34,102.35 |
| 6.00 | Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including Edge Restraints and Carriage. A) Including Edge block/ Edge restraints (including all lead and lift upto site) | 8,537.4 | sqm | 1,190 ₹1,01,59,506 | 1,050 ₹89,64,270 Lowest | 1,190 ₹1,01,59,506 | 1,100.08 ₹93,91,822.99 | 1,200 ₹1,02,44,880 | 1,250 ₹1,06,71,750 | 1,220 ₹1,04,15,628 | 1,289.7 ₹1,10,10,684.78 | 1,250 ₹1,06,71,750 | 1,100 ₹93,91,140 | 1,070 ₹91,35,018 |
| 7.00 | 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. | 42 | Each | 745 ₹31,290 | 750 ₹31,500 | 745 ₹31,290 | 760.72 ₹31,950.24 | 800 ₹33,600 | 700 ₹29,400 | 600 ₹25,200 | 500 ₹21,000 Lowest | 700 ₹29,400 | 600 ₹25,200 | 600 ₹25,200 |
| 8.00 | Supplying, fitting and fixing RCC guard post
150cm long erected 75cm above the ground
and 75cm below the ground with M-15 grade
(nominal mix 1:2:4 with broken stone aggregate
up to 20mm size) of cement concrete and
required reinforcement tied in position with
annealed black wire including centering,
moulding the top, curing including painting
concrete surfaces in 23cm strips upto 0.75m
from the top alternately in black and white and
having 2 nos. reflective band of desired shade
etc. 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. | 1,050 | Each | 800 ₹8,40,000 Lowest | 1,100 ₹11,55,000 | 800 ₹8,40,000 Lowest | 1,211.36 ₹12,71,928 | 1,500 ₹15,75,000 | 1,000 ₹10,50,000 | 1,050 ₹11,02,500 | 900 ₹9,45,000 | 1,000 ₹10,50,000 | 1,500 ₹15,75,000 | 1,000 ₹10,50,000 |
| 9.00 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 600mm equilateral triangle | 18 | each | 5,000 ₹90,000 | 6,000 ₹1,08,000 | 5,000 ₹90,000 | 6,091.04 ₹1,09,638.72 | 7,000 ₹1,26,000 | 4,500 ₹81,000 Lowest | 5,500 ₹99,000 | 5,000 ₹90,000 | 4,500 ₹81,000 Lowest | 6,000 ₹1,08,000 | 5,400 ₹97,200 |
| 10.00 | Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 600mm circular | 18 | each | 4,000 ₹72,000 Lowest | 5,200 ₹93,600 | 4,000 ₹72,000 Lowest | 5,345.8 ₹96,224.4 | 6,000 ₹1,08,000 | 5,000 ₹90,000 | 5,200 ₹93,600 | 4,000 ₹72,000 Lowest | 5,000 ₹90,000 | 5,500 ₹99,000 | 4,800 ₹86,400 |
Tender Value
₹3.1 Cr
EMD Value
₹6.1 L
Closing Date
18 Jan 2022, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Construction of road cum Embankment from Hongkram to Lutumari along Karbi Langpi river in West Karbi Anglong District under RIDF-XXVII of NABARD for the year 2021-22, RE/RIDF-XXVII/ Baithalangso /2
2021_PWD_23858_14
CE/Commn/30/RIDF-27/2021-22
Open Tender
Civil Works – Roads
Item Rate
365 days
Baithalangso
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,200
Empowered Officer, ASRB, PWD
₹6.1 L
Yes
7 Feb 2022
28 Dec 2021
19 Jan 2022
28 Dec 2021
18 Jan 2022
28 Dec 2021
28 Dec 2021 - 18 Jan 2022
Amount
Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 ( A ) In area of non thorny jungle
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
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs 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 Clouse 303.1 (i) 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 Technical Specification Clause 401. ii ) For Grading II Material (including all lead and lift upto site)
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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading- 3 (A) By Manual Means. (including all lead and lift upto site)
Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per technical specification clause 1504 complete including Edge Restraints and Carriage. A) Including Edge block/ Edge restraints (including all lead and lift upto site)
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.
Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. 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.
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 600mm equilateral triangle
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 600mm circular
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 900 mm Octagonal
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made 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 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 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) 800 x 600mm rectangular
Direction and Place Identification signs upto 0.9 sqm size board A Retro-reflectorised Traffic Signs 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 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
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast)
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) 200m stone (Precast)
Road marking with hot applied thermoplastic compound with reflectorised glass beads on bituminous surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorised glass beads @ 250gms per sqm area, thickness of 2.5mm 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 be MoRT&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.
Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
RCC Guard Wall & Saucer Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth
Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling
Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick Masonry Drain Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick msonry work in 1:4 in sub structure complete excluding pointing and plastering , as per drawing and technical specification.
Plastering with cement morter(1:3) in brick work in sub structure as per technical specification.
Providing RCC post gate for restricting heavy vehicular traffic as per approved drawing and design in DPR and as directed by the Department.
Coupler Contrive Pvt Ltd
Rajib Sahu
M/S R B CONSTRUCTION
Sri Dhrubajyoti Kakati
Sri Ajoy Kumar Dey
Sri Utpal Hazarika
SRI SUBHASH NARAH
MD SOIDUR RAHMAN
Paban Saikia
Badrul Islam
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