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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.1 CrAdmitted-Finance 217A LAKHIPUR COLLEGE ROAD NEAR RAMKRISHNA MISSION WARD NO 1 LAKHIPUR CACHAR ASSAM 788103 | CACHAR | ASSAM | 788103 | ₹1.1 Cr | L1 | Admitted-Finance |
| 3 | L2₹1.2 Cr+₹12 L (11.1%)Admitted-Finance | ₹1.2 Cr+₹12 L (11.1%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Biplab Bhattacharjee L1 | Titu Kumar Das L1 | Ambarish Roy L2 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with initial lead up to 3.00 Km transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2with lead upto1000 m as per Technical Specification Clause 301.5. i) Private land | 2,274.9 | Cum | - | - | - |
| 2.00 | Construction of granular sub -base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at OMC, and compacting with smooth whelled roller to achieve the desired density. | 140.63 | Cum | - | - | - |
| 3.00 | Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3- wheels steel/ vibratory roller 8-10 tonnes in stages to proper grade. A. By manual mean (ii) Hand broken metal from River Boulder (C) Grading No III (53mm to 22.4mm) | 381.94 | Cum | - | - | - |
| 4.00 | Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80 mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage) a) Including Edge block/ Edge restraints | 7,500 | sqm | - | - | - |
| 5.00 | H.P.( NP3 600mm Dia ) 02 Nos Excavation for structures Earth work in excavation for structures as per drawing and technical specificationCl 305.1 including setting pot, construction of shoring and bracing removal of slumps and others deleterious materials and disposal upto a lead of 50 m., dressing of sides and bottom and backfilling in trenches with excavated suitable materials Ordinary soil Upto depth 3.00m | 11.5 | Cum | - | - | - |
| 6.00 | Providing concretefor Plain/ Reinforced cement concrete in open foundation and as per relevant Cl. 802,803,1202 &1203 (PCC Grade M-10 ) nominal mix (1:3:6) B. with natural gravel . | 0.72 | Cum | - | - | - |
| 7.00 | Bedding of pipe: Laying concrete cradle bedding with M15 Grade Cement Concrete as per clause 1105(i) | 19.17 | Cum | - | - | - |
| 8.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&1203
B. With Natural Gravel IIIP.C.C Grade M20 Nominal mix (1:2:4) | 9.34 | Cum | - | - | - |
| 9.00 | Providing & laying reinforced cement concrete pipe NP3 (600 Dia) as per designed in single row for culvert on 1st class bedding of granular materials including fixing of collars with cement mortar 1:2 as per Cl No 1106 | 7.5 | Rm | - | - | - |
| 10.00 | Plastering with Cement Mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification | 17.85 | Sqm | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
24 Feb 2020, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
CE/Maint/5th ASFC/Cachar-02 Repair and Maintenance of road Lakhicherra Road (Portion from Digli Bridge to Alubazar) under 5th Assam State Finance Commission for the year 2018-19
2020_PWD_16484_1
CE/Maint/5thASFC/298/2018/12
Open Tender
Civil Works
Item Rate
180 days
Cachar
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,600
Yes
Empowered Officer, ASRB
₹2.4 L
Yes
12 Mar 2020
14 Feb 2020
25 Feb 2020
15 Feb 2020
24 Feb 2020
15 Feb 2020
15 Feb 2020 - 21 Feb 2020
Amount
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with initial lead up to 3.00 Km transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2with lead upto1000 m as per Technical Specification Clause 301.5. i) Private land
Construction of granular sub -base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at OMC, and compacting with smooth whelled roller to achieve the desired density.
Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3- wheels steel/ vibratory roller 8-10 tonnes in stages to proper grade. A. By manual mean (ii) Hand broken metal from River Boulder (C) Grading No III (53mm to 22.4mm)
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80 mm as per technical specification clause 1504 ( inclusive of Edge restraint and carriage) a) Including Edge block/ Edge restraints
H.P.( NP3 600mm Dia ) 02 Nos Excavation for structures Earth work in excavation for structures as per drawing and technical specificationCl 305.1 including setting pot, construction of shoring and bracing removal of slumps and others deleterious materials and disposal upto a lead of 50 m., dressing of sides and bottom and backfilling in trenches with excavated suitable materials Ordinary soil Upto depth 3.00m
Providing concretefor Plain/ Reinforced cement concrete in open foundation and as per relevant Cl. 802,803,1202 &1203 (PCC Grade M-10 ) nominal mix (1:3:6) B. with natural gravel .
Bedding of pipe: Laying concrete cradle bedding with M15 Grade Cement Concrete as per clause 1105(i)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202&1203 B. With Natural Gravel IIIP.C.C Grade M20 Nominal mix (1:2:4)
Providing & laying reinforced cement concrete pipe NP3 (600 Dia) as per designed in single row for culvert on 1st class bedding of granular materials including fixing of collars with cement mortar 1:2 as per Cl No 1106
Plastering with Cement Mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification
Titu Kumar Das
Ambarish Roy
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