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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹1.0 Cr+₹6,000 (0.06%)Rejected-Finance | ₹1.0 Cr+₹6,000 (0.06%) | L2 | Rejected-Finance Rejected by BEC |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
17 Aug 2023, 3:00 pmClosed
CE PWD (Border Roads) Assam Chandmari Ghy 3
O/o CE PWD (Border Roads) Assam Chandmari Ghy 3
Periodic Renewal of road from Fransilian-Ratanpur Padi Gaon constructed under PMGSY Pkg No-AS0456 Siripani-Nilakh Road constructed under PMGSY Pkg No-AS0446 and Nilakh-Sirpani via Hatigarh and E_D Duke road constructed under PMGSY Pkg No-AS0495
2023_CEASM_126702_50
CE/Maint/PR/2023-24/7
Open Tender
Civil Works - Roads
Item Rate
90 days
Dhemaji
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,100
₹2.1 L
Yes
O/o CE PWD (Border Roads) Assam Chandmari Ghy 3
4 Oct 2023
26 Jul 2023
19 Aug 2023
26 Jul 2023
17 Aug 2023
26 Jul 2023
26 Jul 2023 - 17 Aug 2023
31 Jul 2023
Amount
(i)Fransilian - Ratanpur Padi Gaon constructed under PMGSY Package No-AS0456 WBM, 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 80-100kN in stages to proper graded and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 3 as per Teh Sp Cl. 405 (i) Grading III (iii) Screening Type B (a) By mechnical means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder: Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification cls 508 Case-II By Mechanical Means: (i) Bitumen (S-90)
Seal Coat :Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case I Type-A (11.2mm to 2.36mm) i) Bitumen (S-90)
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 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 properly 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
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 properly 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,iii) 60 cm circular
(ii)Siripani - Nilakh Road constructed under PMGSY Package No-AS0446 WBM, 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 80-100kN in stages to proper graded and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 3 as per Teh Sp Cl. 405 (i) Grading III (iii) Screening Type B (a) By mechnical means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder: Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification cls 508 Case-II By Mechanical Means: (i) Bitumen (S-90)
Seal Coat :Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case I Type-A (11.2mm to 2.36mm) i) Bitumen (S-90)
Kilometre Stone. Reinforced Cement Conrete M15 grade kilometre andstone/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)
Proving and fixing "Logo of PMGSY Project. Proving and Fixing of typical PMGSY informatory sign boardwith logo as per MORT Specification and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with MS plate iron 25mmx 5mm size on back on edge..............painted with primer and two coats of epoxy paint as per drawing Clause 1701 .
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 properly 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
(iii)Nilakh - Sirpani via Hatigarh and E&D Duke road constructed under PMGSY Package No-AS0495 WBM, 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 80-100kN in stages to proper graded and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate,watering and compacting to the required density grading 3 as per Teh Sp Cl. 405 (i) Grading III (iii) Screening Type B (a) By mechnical means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick open graded Premix carpet using bituminous (penetration grade/ modified bitumen) Binder: Providing , laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregate eithe rusing penetration grade bitumen or emultion to required line, grade and level to surfe as wearing course on a previously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical specification cls 508 Case-II By Mechanical Means: (i) Bitumen (S-90)
Seal Coat :Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case I Type-A (11.2mm to 2.36mm) i) Bitumen (S-90)
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 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 properly 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
Sri Dipankar Kashyap
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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