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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr Quoted ₹2.8 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L1₹2.8 CrRejected-Finance | ₹2.8 Cr | L1 | Rejected-Finance Rejected by BEC |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
1 Jan 2024, 2:00 pmClosed
Chief_Engineer_PWD_Roads_Assam_Chandmari_Ghy-03
O/o The CE PWRD (Roads) Assam Chandmari Ghy-3
Construction of road from Sialtari to Chamaibill Road (Sialtari to Chamaibill) ,Pathuria Kutirghat Road HM Road at DC office to Hatisingimari Civil Hospital including Routine maintenance for Four Years under Mukhya Mantrir Pakipath Nirman Acha
2023_PWD_34868_19
CE/Maint/MMPPNA/01/2023-24/1
Open Tender
Civil Works – Roads
Item Rate
360 days
South Salmara Mankachar
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,400
₹6.4 L
Yes
O/o The CE PWD (Roads) Assam Chandmari Ghy-3
12 Jun 2024
20 Dec 2023
2 Jan 2024
20 Dec 2023
1 Jan 2024
20 Dec 2023
20 Dec 2023 - 30 Dec 2023
20 Dec 2023
Amount
(i) Sialtari to Chamaibill Road (Sialtari to Chamaibill) Clearing & grabbing road land including uprooting wild vegetation, grass,bushes,shurbs,sapling and trees of girth upto 300mm,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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification Clause 201. (I) By manual means (A) in area of non throny 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 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 Technical Specification Clause 303.1. 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 Clause 401. II) For Grading II Material
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN 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. (3) Grading - III (Screening B). A) By Manual Means-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular
Providing and fixing retro reflectorised cautionery, 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm 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
Utility shifting
(ii) Pathuria Kutirghat Road Clearing & grabbing road land including uprooting wild vegetation, grass,bushes,shurbs,sapling and trees of girth upto 300mm,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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification Clause 201. (I) By manual means (A) in area of non throny jungle
Construction of embankment with approved material obtained from borrow pits with a lifts up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000 m as per technical specification clause 301.5 (i) From 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 Technical Specification Clause 303.1. 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 clause 401.4 as per technical specification clause 408.
Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse agg., watering and compacting to the required density Grading - III as per Technical Specification Clause 405 (A) By mannual means
Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with kes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding ,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.(Rate including 12% GST+1% LWC )
Kilometer Stone Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting, etc as per drawing and Technical Specification Clause 1703 ( ii) Ordinary Kilometer Stone (Precast)
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
Providing and fixing of rectro-reflectorised cautionery, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 gade cement concrete 450 mm X 450 mm X 6 mm, 600 mm below the ground level as per drawing and Technical specification clause 801. (iv) 600mm equilateral triangle
(iii) HM Road at DC office to Hatisingimari Civil Hospital 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
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 clause 401.4 as per technical specification clause 408.
Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse agg., watering and compacting to the required density Grading - III as per Technical Specification Clause 405 (A) By mannual means
Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with kes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding ,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.(Rate including Qnty. = 610.00 x 3.00 x 0.150 = 274.50 m3
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
Providing and fixing of rectro-reflectorised cautionery, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on mild steel iron post 75 mm X 75 mm X 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 gade cement concrete 450 mm X 450 mm X 6 mm, 600 mm below the ground level as per drawing and Technical specification clause 801. (iv) 600mm equilateral triangle
SHAMIM AMEEN
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