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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 CrAdmitted-Finance | ₹13.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹15.1 CrAdmitted-Finance NAGAON ASSAM | BONGAIGAON | ASSAM | 783371 | ₹15.1 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Raju Mesh L1 | Ramesh Kr. Agarwalla L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
i) Br. No. 1/1 on Phulaguri Deobali Road | 2 | Nos | 4,00,000 ₹8 L | 60,000 ₹1.2 L |
| 2.00 | Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification
ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani | 1 | Nos | 4,00,000 ₹4 L | 59,999.83 ₹59,999.83 |
| 3.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test
i) Br. No. 1/1 on Phulaguri Deobali Road | 795.5 | MT | 200 ₹1.6 L | 300 ₹2.4 L |
| 4.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test
ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani | 884.5 | MT | 200 ₹1.8 L | 300 ₹2.7 L |
| 5.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test)
i) Br. No. 1/1 on Phulaguri Deobali Road | 6 | MT | 200 ₹1,200 | 5,000 ₹30,000 |
| 6.00 | Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test)
ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani | 18 | MT | 200 ₹3,600 | 5,000 ₹90,000 |
| 7.00 | Pile integrity test.
Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
i) Br. No. 1/1 on Phulaguri Deobali Road | 6 | NOS | 20,000 ₹1.2 L | 2,000 ₹12,000 |
| 8.00 | Pile integrity test.
Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani | 9 | NOS | 20,000 ₹1.8 L | 2,000 ₹18,000 |
| 9.00 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
i) Br. No. 1/1 on Phulaguri Deobali Road | 876 | RMT | 8,000 ₹70.1 L | 15,000 ₹1.3 Cr |
| 10.00 | Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani | 630 | RMT | 8,000 ₹50.4 L | 15,000 ₹94.5 L |
Tender Value
₹12.7 Cr
EMD Value
₹25.4 L
Closing Date
24 Jan 2024, 2:00 pmClosed
Chief Engineer (EAP), PWRD, Assam
O/o the Chief Engineer (EAP), PWRD, Assam, Fatasil Ambari, Guwahati-25
CE/EAP/ARRBP/OCB/Bridges-2/Nagaon/08 Construction of Bridges in Nagaon district i.Br. No. 1/1 on Phulaguri Deobali Road ii. Br. No. 1/1 on Ramanipathar to Pamila Jarani
2023_PWRDW_34939_1
CE/EAPARRBP111TENDERS2023PtI43
Open Tender
Civil Works - Bridges
900 days
Nagaon
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
Yes
₹25.4 L
Yes
O/o the Chief Engineer (EAP), PWRD, Assam
8 Mar 2024
22 Dec 2023
24 Jan 2024
22 Dec 2023
24 Jan 2024
22 Dec 2023
22 Dec 2023 - 29 Dec 2023
29 Dec 2023
Amount
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test i) Br. No. 1/1 on Phulaguri Deobali Road
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) i) Br. No. 1/1 on Phulaguri Deobali Road
Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job i) Br. No. 1/1 on Phulaguri Deobali Road
Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) i) Br. No. 1/1 on Phulaguri Deobali Road
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing i) Br. No. 1/1 on Phulaguri Deobali Road
Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m i) Br. No. 1/1 on Phulaguri Deobali Road
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, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Levelling course for Pile cap i) Br. No. 1/1 on Phulaguri Deobali Road
Levelling course for Pile cap ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 1/1 on Phulaguri Deobali Road
Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202 i) Br. No. 1/1 on Phulaguri Deobali Road
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shaft, pier, pier cap,& abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 1/1 on Phulaguri Deobali Road
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shaft, pier, pier cap,& abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m i) Br. No. 1/1 on Phulaguri Deobali Road
Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 i) Br. No. 1/1 on Phulaguri Deobali Road
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. No. 1/1 on Phulaguri Deobali Road
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c) i) Br. No. 1/1 on Phulaguri Deobali Road
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. i) Br. No. 1/1 on Phulaguri Deobali Road
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. i) Br. No. 1/1 on Phulaguri Deobali Road
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department i) Br. No. 1/1 on Phulaguri Deobali Road
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Concrete Pump II. For T-beam & slab b Height 5m to 10m i) Br. No. 1/1 on Phulaguri Deobali Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 1/1 on Phulaguri Deobali Road
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & RCC Cross Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 1/1 on Phulaguri Deobali Road
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 1/1 on Phulaguri Deobali Road
Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. i) Br. No. 1/1 on Phulaguri Deobali Road
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 i) Br. No. 1/1 on Phulaguri Deobali Road
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface i) Br. No. 1/1 on Phulaguri Deobali Road
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). i) Br. No. 1/1 on Phulaguri Deobali Road
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) Br. No. 1/1 on Phulaguri Deobali Road
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 1/1 on Phulaguri Deobali Road
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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. i) Br. No. 1/1 on Phulaguri Deobali Road
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. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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 Technical Specification Clause 401. i) Br. No. 1/1 on Phulaguri Deobali Road
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 Technical Specification Clause 401. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 1/1 on Phulaguri Deobali Road
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 1/1 on Phulaguri Deobali Road
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. i) Br. No. 1/1 on Phulaguri Deobali Road
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. i) Br. No. 1/1 on Phulaguri Deobali Road
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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 i) 600mm equilateral triangle i) Br. No. 1/1 on Phulaguri Deobali Road
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 i) 600mm equilateral triangle ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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) 600mm circular i) Br. No. 1/1 on Phulaguri Deobali Road
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) 600mm circular ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
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) 800mm x 600mm rectangular i) Br. No. 1/1 on Phulaguri Deobali Road
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) 800mm x 600mm rectangular ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) i) Br. No. 1/1 on Phulaguri Deobali Road
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 1/1 on Phulaguri Deobali Road
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed i) Br. No. 1/1 on Phulaguri Deobali Road
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Br. No. 1/1 on Phulaguri Deobali Road
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. i) Br. No. 1/1 on Phulaguri Deobali Road
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. i) Br. No. 1/1 on Phulaguri Deobali Road
Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/1 on Phulaguri Deobali Road
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Cost of Training related to Capacity Building i) Br. No. 1/1 on Phulaguri Deobali Road
Cost of Training related to Capacity Building ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
A Provisional sum (Fixed Amount) for the items of Tree cutting of Rs. 7,96,216.00 afforestation (not to be changed by the Bidders in BOQ) i) Br. No. 1/1 on Phulaguri Deobali Road
A Provisional sum (Fixed Amount) for the items of Tree cutting of Rs. 1,43,544.00 afforestation (not to be changed by the Bidders in BOQ) ii) Br. No. 1/1 on Ramanipathar to Pamila Jarani
Ramesh Kr. Agarwalla
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