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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.0 CrAdmitted-Finance ASSAM CHANDMARI GUWAHATI 3 | KAMRUP | ASSAM | 781030 | ₹2.0 Cr | L1 | Admitted-Finance |
| 3 | L2₹2.2 Cr+₹21.8 L (11.1%)Admitted-Finance KRISHNA NAGAR MALIGAON H N 113 GUWAHATI | KAMRUP METRO | ASSAM | 781001 | ₹2.2 Cr+₹21.8 L (11.1%) | L2 | Admitted-Finance |
| 4 | L3₹2.2 Cr+₹21.8 L (11.1%)Admitted-Finance | ₹2.2 Cr+₹21.8 L (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Bimal Jyoti Mahanta L1 | SRI MAHENDRA GURUNG L3 | Merajul Haque L1 | M/S KALITA ENTERPRISE L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegitation, grass,shurbs,spalling and tree girth up to 300mm, removal of stumps such trees cut earlier and disposal of unservisable materials------as technical specification clause 201. | 1 | Hect | 40,000 ₹40,000 Lowest | 40,000 ₹40,000 Lowest | 43,347.43 ₹43,347.43 | 40,000 ₹40,000 Lowest |
| 2.00 | Construction of embankment with approved materials obtain from borrowpits with all lift and lead transporting to site, speradig , grading to reuired slope and copecting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as as per technical specification clause 301.5 (1)Private land. ( As per Statement-1) | 9,535.39 | cum | 100 ₹9,53,539 Lowest | 125 ₹11,91,923.75 | 234.52 ₹22,36,239.66 | 120 ₹11,44,246.8 |
| 3.00 | Construction of sub-grade and earthen shoulder with approved materials obtain from borrow pits with all lift and lead, transporting to site, speradig , grading to areuired slope and copected to meet requirment table 300 -2 with lead up to 1000.00 m as per technical specification clause 303.1 ( 1)Private land. ( As per Statement-1) | 8,305 | cum | 139 ₹11,54,395 Lowest | 140 ₹11,62,700 | 291.17 ₹24,18,166.85 | 140 ₹11,62,700 |
| 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 at OMC with tr rotavator and compaction with three wheel 80-100 Kn capacity to achieve desired density as per specification clause-401. | 1,130.93 | cum | 1,500 ₹16,96,395 Lowest | 4,250 ₹48,06,452.5 | 2,583.35 ₹29,21,588.02 | 1,550 ₹17,52,941.5 |
| 5.00 | Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-iii. | 679.25 | cum | 5,000 ₹33,96,250 | 4,800 ₹32,60,400 | 4,058.86 ₹27,56,980.66 Lowest | 5,495 ₹37,32,478.75 |
| 6.00 | 1) a) Providing and laying inter locking concrete block pavement having thickness 80 mm as technical specification clause 1504.(Inclusive of edge restrain and carriage) | 9,047.5 | Sqm | 1,275 ₹1,15,35,562.5 | 1,160 ₹1,04,95,100 | 934.32 ₹84,53,260.2 Lowest | 1,450 ₹1,31,18,875 |
| 7.00 | Providing and fixing of semi retro reflectorised catutinary,mandatory and informatory sign as per IRC:67 made of 1.50mm thick m.s sheet duly stove white colour in front and gray colour in back with red reflectie board of 65 mm width----- 45mm x 45 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450 mmx450 mmx600 mm, below ground level as per drawing and technical specification.
(iv) 800 mm x 600 mm rectangular | 1 | Each | 6,153.5 ₹6,153.5 | 6,018.75 ₹6,018.75 | 5,228.7 ₹5,228.7 Lowest | 6,957 ₹6,957 |
| 8.00 | Providing and fixing of semi retro reflectorised catutinary,mandatory and informatory sign as per IRC:67 made of 1.50mm thick m.s sheet duly stove white colour in front and gray colour in back with red reflectie board of 65 mm width----- 45mm x 45 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450 mmx450 mmx600 mm, below ground level as per drawing and technical specification.
ii) 600 Equilataral triangular | 10 | Each | 3,500 ₹35,000 | 3,500 ₹35,000 | 3,007.48 ₹30,074.8 Lowest | 3,500 ₹35,000 |
| 9.00 | Painting two coats including primer coat after filling the surface with synthetic anamal paint in all shade on new plastered/concrete surface as per drawing and technical specification. | 1,265 | Sqm | 55 ₹69,575 Lowest | 55 ₹69,575 Lowest | 66.51 ₹84,135.15 | 55 ₹69,575 Lowest |
| 10.00 | Earth work in exacavation for structure up to depth of 3.00m as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and deletarious materials , dressing of sides and bottom and back filling in trenches with excavated suitable materials. | 101.28 | cum | 100 ₹10,128 Lowest | 100 ₹10,128 Lowest | 103.73 ₹10,505.77 | 100 ₹10,128 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
26 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, chandmari, Guwahati-781003
SOPD_G_20_21_250 Construction of road 1) from Tihu Bangaon Road to Pub- Helena via Helena LP School 2) Tihu Bangaon Road at Kula Lahkar Rice mill to Pub Helena (Thakuriapara) Garakhiagoshair Than under SOPD-G for the year 2020-21, Patacharkuchi
2021_PWD_21243_2
CE/DEV/TB/93/2020-21/78
Open Tender
Civil Works
Item Rate
365 days
patacharkuchi
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,500
Empowered Officer, ASRB
₹4.4 L
Yes
O/o the Chief Engineer, PWD, Roads, Assam, chandma
24 Jun 2021
15 Feb 2021
26 Feb 2021
15 Feb 2021
26 Feb 2021
17 Feb 2021
15 Feb 2021 - 26 Feb 2021
17 Feb 2021
Amount
Clearing and grubbing road land including uprooting wild vegitation, grass,shurbs,spalling and tree girth up to 300mm, removal of stumps such trees cut earlier and disposal of unservisable materials------as technical specification clause 201.
Construction of embankment with approved materials obtain from borrowpits with all lift and lead transporting to site, speradig , grading to reuired slope and copecting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as as per technical specification clause 301.5 (1)Private land. ( As per Statement-1)
Construction of sub-grade and earthen shoulder with approved materials obtain from borrow pits with all lift and lead, transporting to site, speradig , grading to areuired slope and copected to meet requirment table 300 -2 with lead up to 1000.00 m as per technical specification clause 303.1 ( 1)Private land. ( As per Statement-1)
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 at OMC with tr rotavator and compaction with three wheel 80-100 Kn capacity to achieve desired density as per specification clause-401.
Providing, laying,spreading and compacting stone aggregates of specific sizes to water Bound Macadam Specification including spreding in uniforom thickness, hand packing,rolling with smooth wheel roller 80-100KN in stage to proper grade and camber,applying and brooming,stone screening to fill up intersticesof coursce aggrigate, watering and compecting to the required density Gr-iii as per technical specification clause- 405 (A) By manual means .(i) Using stone screening Type-B 11.2mm. Gr.-iii.
1) a) Providing and laying inter locking concrete block pavement having thickness 80 mm as technical specification clause 1504.(Inclusive of edge restrain and carriage)
Providing and fixing of semi retro reflectorised catutinary,mandatory and informatory sign as per IRC:67 made of 1.50mm thick m.s sheet duly stove white colour in front and gray colour in back with red reflectie board of 65 mm width----- 45mm x 45 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450 mmx450 mmx600 mm, below ground level as per drawing and technical specification. (iv) 800 mm x 600 mm rectangular
Providing and fixing of semi retro reflectorised catutinary,mandatory and informatory sign as per IRC:67 made of 1.50mm thick m.s sheet duly stove white colour in front and gray colour in back with red reflectie board of 65 mm width----- 45mm x 45 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450 mmx450 mmx600 mm, below ground level as per drawing and technical specification. ii) 600 Equilataral triangular
Painting two coats including primer coat after filling the surface with synthetic anamal paint in all shade on new plastered/concrete surface as per drawing and technical specification.
Earth work in exacavation for structure up to depth of 3.00m as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and deletarious materials , dressing of sides and bottom and back filling in trenches with excavated suitable materials.
PCC 1:3:6 in Foundation. Providing plain/reinforced concrete in open foundation as per drawing and technical specification clause 802,803,1202 and 1203. (A)with crushed stone. (1)Nominal mix 1:3:6
Laying (First class) bedding well compected approved granular materials as per clause1105 (ii)
Providng and laying RCC hume pipe NP3 for culvert in single row including fixing coller with cement morter 1:2 but excluding excavation, protection work, backfilling,concrete and masonary works in head and parapet wall(B) 1000mm dia.
Brick masonary work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202 and1203.
Plastering in cement morter 1:4 15 mm thick on brick work in sub structure as per technical specification.
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), iii) 200th meter stone (Precast) as per IRC:26-1967.
Merajul Haque
M/S KALITA ENTERPRISE
SRI MAHENDRA GURUNG
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