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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC HOUSE NO 20 BAGHARBARI VIDYANAGAR 2 PANJABARI GUWAHATI ASSAM 781037 | KAMRUP METRO | ASSAM | 781037 | ₹1.5 Cr | L1 | Accepted-AOC Awarded Contract Bidder |
| 2 | L2₹1.7 Cr+₹13.2 L (8.56%)Rejected-Finance | ₹1.7 Cr+₹13.2 L (8.56%) | L2 | Rejected-Finance Rejected as L2 |
| 3 | L2₹1.7 Cr+₹13.2 L (8.56%)Rejected-Finance C O SARAT KALITA SONDHA P O NALBARI P S NALBARI DIST NALBARI ASSAM PIN 781335 | NALBARI | ASSAM | 781335 | ₹1.7 Cr+₹13.2 L (8.56%) | L2 | Rejected-Finance Rejected as L2 |
| 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
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
28 Aug 2020, 2:00 pmClosed
The Chief Engineer,PWRD (EAP),Assam
O/o The Chief Engineer,PWRD (EAP),Assam,Fatasil Ambari,Guwahti-781025
Construction of road from Panimajkuchi Chowk to Mini Culvert of Panimajkuchi village in Nalbari District (Length-1.440 KM)
2020_PWD_18227_1
CE/APART/40/2020/7
Open Tender
Civil Works – Roads
Lump-sum
450 days
Nalbari District
Please refer Tender Documents
7 documents required · 7 mandatory
₹5,000
State Project Director,ARIAS SOCIETY
₹3.7 L
O/o The Chief Engineer,PWRD (EAP),Assam
12 Mar 2021
29 Jul 2020
28 Aug 2020
29 Jul 2020
28 Aug 2020
29 Jul 2020
29 Jul 2020 - 11 Aug 2020
11 Aug 2020
Amount
Setting Out Unit= 1KM Reference Bench Mark and Bench Mark pillar as per MORD and Technical Specifications Clause No.- 100 typical benchmark as per drawing 200.1
Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 By Manual Means In area of non thorny jungle.
Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. from private land
Construction of sub-grade and earthen shoulders with approved materials 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 from private land
Construction of granular sub-base by providing well graded meterials, 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 achieved the desired density, complete as per technical specification clause 401 . By Mix in place method for grading II material
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/ binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-2 as per technical specification clause 405 (rate as per analysis enclosed) Using stone screening Grading-II By manual means using stone screening Type-B 11.2 mm
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/ binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-2 as per technical specification clause 405 (rate as per analysis enclosed) Using stone screening Grading-III Bymanual means using stone screening Type-B 11.2 mm
Interlocking Concrete Block Pavement with Edge Restrain. Providing and laying of interlocking Concrete Block Pavement (M40) having thickness 80 mm as per technical specification clause 1504 complete including carriage Excluding Edge Block/ Edge Restraints
Providing concrete for plain/reinforced concrete in edge restraint complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 A With crushed stone PCC Grade M20 Nominal Mix (1:2:4)
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
Traffic Signs Retro - reflectorised Traffic Signs 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, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801. 600mm equilateral tringle
Single bamboo spur and palisading of whole 2nd class bamboo (jati or Bethua) 65 mm to 75 mm dia and closely packed & driven, including fitting, fixing with half bamboo kamis horrizontally in three rows with cane or tying wire complete and struts 1500 mm apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1800 mm above ground on average
Painting lines, dashes, arrows, etc. on road in Two coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demmarcation at dsite and traffic control as per drawing and technical specification Clause 1702
Kilometre Stone 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 200 meter Stone (Precast)
Kilometre Stone 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 Ordinary Kilometer Stone (Precast)
Providing and laying standard single cell pre-cast box culvert along with wing wall, parapet wall etc. including necessary earthwork in excavation and refilling, transportation, erection joining by grouting etc complete as per Assam Standard Culverts (ASC) drawing and Technical Specifications (Measurement shall be made in number)Assam Standard Culvert (ASC) 1M x 1M as per technical specification and drawing (as per analysis enclosed)
Nipul Kalita
KAMALA KANTA KHAKLARY
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