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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JANNAT ENTERPRISE L1 |
|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land ( Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings qand trees girth up to 300mm removal of stumps of trees not exceeding 150mm thickness etc as per Technical specificatio0n clause 201 (i) By Manual Means A In area of light jungle | 1.44 | Hectare | - |
| 2.00 | Excavation for roadwork in soil with hydrauolic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom andside slopes in accordance with requirements of lines, grades and cross-srctions and transporting to the embankment locationwith a lift upto 1.5m and lead upto 1000m as per Technical SpecificationClause 302.3 | 2,674.75 | Cum | - |
| 3.00 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m 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 Private Land | 17,077.75 | Cum | - |
| 4.00 | Construction of embankment Materials Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1,738.59 | Cum | - |
| 5.00 | Construction of subgrade 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 1000m as per Technical Specification Clause 303.1 By Mechanical Means Private Land | 1,543.5 | Cum | - |
| 6.00 | 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 rotavarot at OMC, and complete as per Technjical specification clause 401 (ii) For Gradingg II Material | 551.25 | Cum | - |
| 7.00 | Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with grading 2 as per Technical Specification Clause405, Using crushable screening | 866.25 | Cum | - |
| 8.00 | Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with grading 3 as per Technical Specification. Using stone screnning Type-B 11,2mm for Gr III Specification Clause 405 | 866.25 | Cum | - |
| 9.00 | Prime coat :-1 Medium porosity 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 0.90-1,2 kg/ sqm using mechanical means as per Technical Specification Clause 502 | 11,550 | Sqm | - |
| 10.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor of the rate of 0.25to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 11,550 | Sqm | - |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
15 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-01 Repair and Maintenance of road Bhaga Sherkhan Road (Balance length up to Mizoram Border) under 5th Assam State Finance Commission for the year 2018-19
2020_PWD_16285_1
CE/Maint/5thASFC/298/2018/11
Open Tender
Civil Works
Item Rate
180 days
Cachar
Please refer Tender documents.
6 documents required · 6 mandatory
₹6,000
Empowered Officer, ASRB
₹4.0 L
Yes
12 Mar 2020
5 Feb 2020
17 Feb 2020
6 Feb 2020
15 Feb 2020
10 Feb 2020
6 Feb 2020 - 14 Feb 2020
Amount
Clearing and Grubbing Road Land ( Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings qand trees girth up to 300mm removal of stumps of trees not exceeding 150mm thickness etc as per Technical specificatio0n clause 201 (i) By Manual Means A In area of light jungle
Excavation for roadwork in soil with hydrauolic excavator of 0.9 cum bucket capacity including cutting and loading in tippers trimming bottom andside slopes in accordance with requirements of lines, grades and cross-srctions and transporting to the embankment locationwith a lift upto 1.5m and lead upto 1000m as per Technical SpecificationClause 302.3
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m 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 Private Land
Construction of embankment Materials Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.1 and 300.2 as per Technical Specification Clause 301.5
Construction of subgrade 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 1000m as per Technical Specification Clause 303.1 By Mechanical Means 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 rotavarot at OMC, and complete as per Technjical specification clause 401 (ii) For Gradingg II Material
Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with grading 2 as per Technical Specification Clause405, Using crushable screening
Providing,laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with grading 3 as per Technical Specification. Using stone screnning Type-B 11,2mm for Gr III Specification Clause 405
Prime coat :-1 Medium porosity 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 0.90-1,2 kg/ sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor of the rate of 0.25to 0.30kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
20mm thick Open- Graded Premix Carpet using Bituminus ( penetration grade/ modified bitumen ) Binder. Providing , laying and rolling of open gradedpremix carpet of 20mm thickness composed of 13.2mmto 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508
Seal Coat:-, Providing and laying seal coat sealing the voids in a bituminous surface laid to be specified levels, grade and cross fall using Type B and Type C as per Technical Specification Clause 510 By Manual Means Bitumen (S-90)
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be l4evel uniform and free from streaks and holes and conforming to the Mo Srt & H specifications On edges
Kilo Metre Stone ( Reinforced cement concrete M15 grade kilomtre stone of standard design as per IRC : 8-1980, fixing in position including painting and printing etc Ordinary Kilometre Stone ( Precast).
200th metre stone ( Precast ) as per IRC:26 1967
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 ixed 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 oundation with M15 grade cement concrete 450mmx450mmx600mm below ground level as per drawings and Technical Specification Clause801. 900mm equilateral triangle
Construction of RCC Drain Excavation for Structures ( Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing depth up to 3.00m
PCC 1:3:6 IN Foundation ( Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal
Supplying, fitting and placing TMT ( Fe-500D) reinforcement bar . ( From Primary Producer TATA/ SAIL/Esser Steel/ Jindal steel/ RTNL) in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering form work. RCC Grade M20 Height upto 5m . Using concrete Mixer
Providing weep holes in Brick masonary /Plain/ Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe
H.P.( NP3 600mm Dia ) 02 Nos Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing depth upto 3.00m
Bedding of pipe: Laying concrete cradle bedding with M15 Grade Cement Concrete as per clause 1105(i)
Brick Masonary Work in cement mortar in foundation of Head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109. Brick Masonary in 1: 4 cement mortar
Plastering with Cement Mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification
Providing & laying reinforced cement concrete pipe NP3 (600 Dia) as per designed in single row for culvert on 1st class bedding of granular materials
Routine maintenance for one year
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