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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.5 LAccepted-AOC | L1 | Accepted-AOC Accepted by BEC | |
| 2 | L1₹91.1 LRejected-Finance NIDANPUR HOUSE NO 00 CITY TOWN GOALPARA P O LAKHIPUR PS LAKHIPUR DIST GOALPARA PIN 783129 | GOALPARA | ASSAM | 783129 | L1 | Rejected-Finance Rejected by BEC | |
| 3 | L2₹97.4 L+₹6.4 L (7.00%)Rejected-Finance MANIMUGDHA NAGAR HOUSE NO 11 CITY TOWN GUWAHATI P O KHANAPARA P S DISPUR DISTRICT KAMRUP M PIN 781022 | KAMRUP METRO | ASSAM | 781022 | L2 | Rejected-Finance Rejected by BEC |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
20 Dec 2022, 2:00 pmClosed
Chief Engineer,PWD(Roads),Assam
O/o the Chief Engineer, Roads,PWRD Assam, chandmari, Guwahati-781003
Maint/MMPPNA/119 Construction of road from Thepkai Korichala Tiniali (L.P. School to Korichala ) from Ch.0.00 m to 770.00 m,Joypur Bazar via Sonahara to Karaikhowa (Joypur Market to Sonahara) including 4 years of RM under MMPNA for the year 2022-23
2022_PWD_27924_206
CE/CMRDP/MMPNA/2022/11
Open Tender
Civil Works
Item Rate
270 days
Goalpara West
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,090
Yes
₹2.1 L
Yes
O/o the Chief Engineer, Roads,PWRD Assam,chandmari
9 Oct 2023
2 Dec 2022
21 Dec 2022
2 Dec 2022
20 Dec 2022
13 Dec 2022
2 Dec 2022 - 12 Dec 2022
12 Dec 2022
Amount
i) Thepkai Korichala Tiniali (L.P. School to Korichala ) from Ch.0.00 m to 770.00 m Clearing and grubbing road land including uprooting wild vegetation , grass , bushes , shrubs , saplings and trees of girth up to 300mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification cl 201 I. By Manual Means
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50m , transporting to site , spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification cl 301.5 i.Private Land
Item no 3.14: Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, trannsporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000m as per technical specification clause 303.1 (I) Private Land
Item no 4.1 (A) : 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 (III) For Grading -III Material
WBM Grading-lll : 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 aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (Area is asper WBM statement enclosed herewith)
Providing and laying interlocking concrete block pavement (M-30)having thickness 80 mm as per technical specification clause 1504complete including carriage (Asper Annexure-v) a) 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 aluminum sheeting ,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and technical specification cl 801 ii) 600mm equilatral triagle
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 aluminum sheeting ,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and technical specification cl 801 iiI) 600mm Circle
Providing and fixing of typical PMGSY 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
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 Kilometre Stone (Precast)
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)
Shifting of utilities as per site requirement in consultation with the concerning department
ii) Joypur Bazar via Sonahara to Karaikhowa (Joypur Market to Sonahara)from Ch.0.00 m to 538.00 m Clearing and grubbing road land including uprooting wild vegetation , grass , bushes , shrubs , saplings and trees of girth up to 300mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification cl 201 I. By Manual Means
Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.50m , transporting to site , spreading , grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead up to 1000m as per technical specification cl 301.5 i.Private Land
Item no 3.14: Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, trannsporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000m as per technical specification clause 303.1 (I) Private Land
Item no 4.1 (A) : 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 (III) For Grading -III Material
WBM Grading-lll : 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 aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means (Area is asper WBM statement enclosed herewith)
Providing and laying interlocking concrete block pavement (M-30)having thickness 80 mm as per technical specification clause 1504complete including carriage (Asper Annexure-v) a) 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 aluminum sheeting ,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and technical specification cl 801 ii) 600mm equilatral triagle
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 aluminum sheeting ,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and technical specification cl 801 iiI) 600mm Circle
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 aluminum sheeting ,1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawings and technical specification cl 801 iv) 600mm x 800 mm Rectangular
Providing and fixing of typical PMGSY 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
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 Kilometre Stone (Precast)
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)
Shifting of utilities as per site requirement in consultation with the concerning department
SAHAR ALI
HRIDAY JUGAL DAS
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