Ridf-Xxvii/Chirang/01 Construction Of Icbp Road From (1)No.1 Betbari To No.2 Betbari Village Via Madhyapara(2) No. 1 Kawadi To No. 2 Kawadi Village, (3)Bijni Anandbazar Road To Makhnaguri Village (4) Bhatuabari Near 280 No Bhatuabari Lp School To P Ridf
Tender Value
10 Crore
Estimated cost
Bid Submission
23 Sep 2021
0 days left
EMD
20 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bijni → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Ridf-Xxvii/Chirang/01 Construction Of Icbp Road From (1)No.1 Betbari To No.2 Betbari Village Via Madhyapara(2) No. 1 Kawadi To No. 2 Kawadi Village, (3)Bijni Anandbazar Road To Makhnaguri Village (4) Bhatuabari Near 280 No Bhatuabari Lp School To P Ridf-Xxvii/Chirang/01 Construction Of Icbp Road From (1)No.1 Betbari To No.2 Betbari Village Via Madhyapara(2) No. 1 Kawadi To No. 2 Kawadi Village, (3)Bijni Anandbazar Road To Makhnaguri Village (4) Bhatuabari Near 280 No Bhatuabari Lp School To P
BOQ
| Sl. No. | Item Description |
| 1 | Construction of ICBP road from Bijni Anandabazar Road to Mokhnaguri (Borobazar block):Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2 (including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land. |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.)(i)Private land.) |
| 4 | Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. For grading II material |
| 5 | Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density,with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B) |
| 6 | Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(a)Including Edge block/Edge restraints |
| 7 | Construction of 4 Nos. RCC box culvert 2.00mx2.00m single cell: 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 mattter,dressing of sides and bottom and backf illing with approvedmaterial.I.Ordinary soil.(A)Manual Means(a)Without dewatering (i)Upto 3m depth. |
| 8 | Sand filling in foundation trenches as per drawing and technical specification |
| 9 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M-20(i)Nominal Mix 1:2:4 |
| 10 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification(A)With Crushed Stone(IV)RCC Grade M25 .(i)Ht.upto 5m. |
| 11 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 12 | Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone. |
| 13 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. |
| 14 | Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification. |
| 15 | Construction of 8 Nos. RCC box culvert 1.00mx1.00m single cell: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 mattter,dressing of sides and bottom and backf illing with approvedmaterial.I.Ordinary soil.(A)Manual Means(a)Without dewatering(i)Upto 3m depth. |
| 16 | Sand filling in foundation trenches as per drawing and technical specification |
| 17 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20(i)Nominal Mix 1:2:4 |
| 18 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification(A)With Crushed Stone(IV)RCC Grade M25 .(i)Ht.upto 5m. |
| 19 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 20 | Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone. |
| 21 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. |
| 22 | Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification. |
| 23 | Construction of ICBP road from No.1 Kawadi to No.2 Kawadi (Manikpur block):Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means |
| 24 | Dismantling of existing structures like culvets,bridges, retaining walls and other structure comprising of masonary, cement,wood work,steel work,including T&P and scaffolding wherever necessary, shorting the dismantled material,and stacking the material with aii lifts and lead of 1000m as per technical Specification Clause 202 (I) By Manual Means(b)C.C |
| 25 | Dismantling of existing structures like culvets,bridges, retaining walls and other structure comprising of masonary, cement,wood work,steel work,including T&P and scaffolding wherever necessary, shorting the dismantled material,and stacking the material with aii lifts and lead of 1000m as per technical Specification Clause 202 ( C)RCC |
| 26 | Construction of embankment with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land. |
| 27 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land.) |
| 28 | Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. For grading II material |
| 29 | Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B) |
| 30 | Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(a)Including Edge block/Edge restraints |
| 31 | Construction of 1 No. RCC box culvert 4.00mx4.00m single cell: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 mattter,dressing of sides and bottom and back filling with approvedmaterial.I.Ordinary soil.(ii)Upto 3m depth. |
| 32 | Back filling in foundation trenches as per drawing and technical specification.(i) Sandy material |
| 33 | 3/11.4:-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications.(A)With Crished Stone(II)PCC grade M15(i)Nominal mix 1:2;4 |
| 34 | Plain/reinforced cement concrete in substructure (A)with Crushed Stone(IV) R.C.C. grade M25. a) Height upto 5m |
| 35 | Providing and laying cement concrete wearing coat M -30(A)With Crushed Stone. |
| 36 | Construction of RCC railing of M-25 Grade in-situ with 20 mm nominal |
| 37 | Stone masonary work in cement morter 1:3 in foundation etc.(III)Random Rubble Masonary |
| 38 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 39 | Construction of 2 Nos. RCC box culvert 2.00mx2.00m single cell: 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 mattter,dressing of sides and bottom and backf illing with approvedmaterial.I.Ordinary soil.(A)Manual Means(a)Without dewatering (i)Upto 3m depth. |
| 40 | Sand filling in foundation trenches as per drawing and technical specification |
| 41 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone.(iii)PCC Grade M-20(i)Nominal Mix 1:2:4 |
| 42 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification(A)With Crushed Stone(IV)RCC Grade M25 (i)Ht.upto 5m. |
| 43 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 44 | Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone. |
| 45 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. |
| 46 | Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification. |
| 47 | Construction of 5 Nos. RCC box culvert 1.00mx1.00m single cell: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 mattter,dressing of sides and bottom and backf illing with approvedmaterial.I.Ordinary soil.(A)Manual Means(a)Without dewatering (i)Upto 3m depth. |
| 48 | Sand filling in foundation trenches as per drawing and technical specification |
| 49 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20(i)Nominal Mix 1:2:4 |
| 50 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification(A)With Crushed Stone(IV)RCC Grade M25 .(i)Ht.upto 5m. |
| 51 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 52 | Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone. |
| 53 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. |
| 54 | Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification. |
| 55 | Construction of ICBP road from Bhatuabari near 280 No.Bhatuabari L.P.School to Panbari Road via Chotolawgaon Nirmal Das house (manikpur block):Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means |
| 56 | Construction of embankment with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land. |
| 57 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.)(i)Private land.) |
| 58 | Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. For grading II material |
| 59 | Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B) |
| 60 | Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(a)Including Edge block/Edge restraints |
| 61 | Construction of 2 Nos. RCC box culvert 3.00mx3.00m single cell: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 mattter,dressing of sides and bottom and backfilling with approvedmaterial.I.Ordinary soil.Upto 3m depth. |
| 62 | Back filling in foundation trenches as per drawing and technical specification.(ii)Sandy material |
| 63 | Providing concrete for plain/Reinforced concrete in open foundations complete as per drawings and technical spacifications.(A)With Crushed stone.(II)PCC grade M15. Nominal mix 1:2.5:5 |
| 64 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification. (A)with Crushed Stone(IV) R.C.C. grade M25. i) Height upto 5m |
| 65 | Providing and laying cement concrete wearing coat M -30(A)withCrushed Stone |
| 66 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 67 | Construction of 7 Nos. RCC box culvert 1.00mx1.00m single cell: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 mattter,dressing of sides and bottom and backf illing with approvedmaterial.I.Ordinary soil.(A)Manual Means(a)Without dewatering (i)Upto 3m depth. |
| 68 | Sand filling in foundation trenches as per drawing and technical specification |
| 69 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20(i)Nominal Mix 1:2:4 |
| 70 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification(A)With Crushed Stone(IV)RCC Grade M25 .(i)Ht.upto 5m. |
| 71 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 72 | Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone. |
| 73 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. |
| 74 | Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification. |
| 75 | Construction of ICBP road from No.1 Betbari to No.2 Betbari village via Madhyapara (Borobazar block):Clearing grass and removal of rubbish upto a distance of 30m outside the periphery of the area as per vtechnical specification (i) By Manual Means |
| 76 | Construction of embankment with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.) (i)Private land. |
| 77 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lift and leadstransporting to site, spreading grading to required slope and compacting to meet requirment of table 300-2(including compensation of earth.) (a)(including cost of testing of materials at site and laboratory as directed by the deptt.)(i)Private land.) |
| 78 | Granular sub-base/base/surface course with localy materials by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408, with all leads and lifts upto the site. For grading II material |
| 79 | Providing,laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller8-10 tonnes stages to propergrade and camber,applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregade, watering and compacting to the required density, with all leads and lifts upto the site. III.Grading - III(53 to 22.4mm with screening material type B) |
| 80 | Providing and laying interlocking concrete block pavement with M-40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(a)Including Edge block/Edge restraints |
| 81 | Construction of 8 Nos. RCC box culvert 1.00mx1.00m single cell: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 mattter,dressing of sides and bottom and backf illing with approvedmaterial.I.Ordinary soil.(A)Manual Means(a)Without dewatering (i)Upto 3m depth. |
| 82 | Sand filling in foundation trenches as per drawing and technical specification |
| 83 | Plain/Reinforced concrete in open foundation complete as per drawing and technical specification including steelk shuttering formwork. (A)With Crushed Stone. (iii)PCC Grade M20(i)Nominal Mix 1:2:4 |
| 84 | Plain/reinforced cement concrete in superstructure complete as per drawing and technical specification(A)With Crushed Stone(IV)RCC Grade M25 .(i)Ht.upto 5m. |
| 85 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 86 | Providing and laying cement concrete wearing course M30 grade including reinforcedment complete as per drawing and technical specification.(A)With Crushed Stone. |
| 87 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. |
| 88 | Providing weepholes in brick masonary/stone masonary,plain/reinforced concrete abutment,wing wall,return wall with 100mm dia AC pipe extending through the full width of structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing and technical specification. |
AI Tender Summary
Tender Timeline
Sep 02, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 24, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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