Package No . Tn-238/44 1 . Construction Of Rcc Box Cell Culvert 9/1 On Brasimlaguri Sripur Devalaya Road Under State Govt . Goodwill Project Under Sopd-G For The Year 2020-21 . 2 . Construction Of Rcc Slab Culvert ( 2 . 00M Span ) At Bhalukdonga Ha
Tender Value
1.86 Crore
Estimated cost
Bid Submission
08 Feb 2021
0 days left
EMD
3.74 Lakhs
Bank guarantee accepted
Document Fee
5650
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
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Address
Project Description
Package No . Tn-238/44 1 . Construction Of Rcc Box Cell Culvert 9/1 On Brasimlaguri Sripur Devalaya Road Under State Govt . Goodwill Project Under Sopd-G For The Year 2020-21 . 2 . Construction Of Rcc Slab Culvert ( 2 . 00M Span ) At Bhalukdonga Hajira Road T
BOQ
| Name of Work: 1. Construction of RCC Box Cell Culvert 9/1 on Brasimlaguri Sripur Devalaya Road under State Govt. Goodwill Project under SOPD-G for the year 2020-21. 2. Construction of RCC Slab Culvert (2.00m Span) at Bhalukdonga Hajira Road to Ganesh Boro House under State Govt. Goodwill Project under SOPD-G for the year 2020-21. 3. Construction of Road from Kumarikata Jalah Road at near Belguri Chowk under State Govt. Goodwill Project under SOPD-G for the year 2020-21. 4. Construction of Road from Pamuapahar High School to Mushalpur Puran Mushalpur Road under State Govt. Goodwill Project SOPD-G for the year 2020-21. 5. Construction of Baganbari by lane-1 under State Govt. Goodwill Project SOPD-G for the year 2020-21. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 1. Construction of RCC Box Cell Culvert 9/1 on Brasimlaguri Sripur Devalaya Road under State Govt. Goodwill Project under SOPD-G for the year 2020-21. \nDismantaling of existing structure like culverts, bridges, retaining walls and other structure comprrising of masonary, cement concrete, wood work, including T&P and scaffolding wherever necessary, shorting the dismantaled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per technical specifiaction clause | item1 | 288.828 | Hect |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5\n(I) Private land | item2 | 962.43 | Cum |
| 3 | 3 | Construction of sub-grade and earthen shoulder \nConstruction of sub-grade and earthen shoulder 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 a lead upto 1000m as per tech. Specification cl no. 301.1\n(I) Private land. | item3 | 45.707 | Cum |
| 4 | 4 | Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. \n(ii) For grading II Material | item4 | 69.362 | Cum |
| 5 | 5 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS : 4826 in 100mmX100mm mesh (Woven diagonlly) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per Drawing and Technical Specification Clause 1301. | item5 | 276 | Cum |
| 6 | 6 | Slab Culvert of 2.00M Spam\nEarth Work in excavation for structure as per drawing and technical Specification Clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto lead of 50m dressing of sides and bottom and back felling in trenches with excavated suiteable material. \n(I) Ordinary soil (Upto 3mm depth) | item6 | 519.88 | Cum |
| 7 | 7 | Providing concrete for plain reinforced concrete in open foundations complete as per drawing and technical specification Clause 802.803.1202 and 1203. \n(B) With Natural Gravel\n(I) PCC Grade M-10 \nNominial mix 1:3:6 | item7 | 34.44 | Cum |
| 8 | 8 | Plain/reinforced cement concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204.\nB. With Natural Gravel\nI) P.C.C. grade M20\ni) Nominal Mix (1:2:4) | item8 | 41.1 | Cum |
| 9 | 9 | Plain/reinforced cement concrete in sub structure complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204.\nB. With Natural Gravel\nI) P.C.C. grade M20\ni) Height upto 5m | item9 | 155.27 | Cum |
| 10 | 10 | Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 \nB. With Natural Gravel\n(IV) RCC M-25 \n(a) Height upto 5m\nNominial mix (1:2:4) | item10 | 56.01 | Cum |
| 11 | 11 | Supplying, fitting, fixing and placing TMT bar reinforcement in super stucture complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202. | item11 | 16.19 | MT |
| 12 | 12 | Construction of RCC railling of M25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railling post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm as per drawing and technical specifications Clause 800, 900 and 1208.3 | item12 | 43.6 | Rm |
| 13 | 13 | Providing and laying cement concrete wearing coarse M30 Grade including reinforcem,ent complete as per drawing and technical specifcation Clause 800 & 1206.3\n(B) With Natural Gravel | item13 | 8.32 | Cum |
| 14 | 14 | Providing and laying boulder apron for bed protection with stone bouders of minimum size and weight as per table 1300.1, no fragment weighing less than 25kg laid dry complete as per Drawing and Technical Specifications Clause 1301. | item14 | 81.6 | Cum |
| 15 | 15 | 2.Construction of RCC Slab Culvert (2.00m Span) at Bhalukdonga Hajira Road to Ganesh Boro House under State Govt. Goodwill Project under SOPD-G for the year 2020-21.\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5 \n(I) Private land | item15 | 895.6 | Cum |
| 16 | 16 | Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. \n(ii) For grading II Material | item16 | 75 | Cum |
| 17 | 17 | Slab Culvert of 4.00M Span\nEarth Work in excavation for structure as per drawing and technical Specification Clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto lead of 50m dressing of sides and bottom and back felling in trenches with excavated suiteable material. \n(I) Ordinary soil (Upto 3mm depth) | item17 | 84.89 | Cum |
| 18 | 18 | Providing concrete for plain reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 and 1203. \n(A) With Crushed Stone \n(I) PCC Grade M-10 \nNominial mix 1:3:6 | item18 | 9.18 | Cum |
| 19 | 19 | Providing concrete for plain reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 and 1203.\n(A) With Crushed Stone \n(III) PCC Grade M-20\nNominial mix 1:2:4 | item19 | 96.22 | Cum |
| 20 | 20 | Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 \n(A) With Crushed Stone \n(IV) RCC M-20 \n(a) Height upto 5m\nNominial mix (1:2:4) | item20 | 8.36 | Cum |
| 21 | 21 | Drainage spouts complete as per Drawing and Technical Specifications Clause 1209 | item21 | 2 | Nos |
| 22 | 22 | Filler Joint\niv) Providing and fitting joint sealing compound as per drawing and Technical Specification with coarse sand and 6 per cent bitumen by weight. | item22 | 12 | Rm |
| 23 | 23 | Supplying fitting and placing TMT bar reinforcement in Super Structure complete as per drawing and technical specification Clause 1002, 1010 & 1202. | item23 | 0.652 | MT |
| 24 | 24 | Proving weep hole in brick/masonary/stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm Dia AC pipe extending through the full with of the structure with slope of 1(V) 20 (H) towards drawing face complete as per drawing and technical specification Clause 614, 709, 1204. and 3.7. | item24 | 20 | Nos |
| 25 | 25 | Providing reinforced cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification Clause 800 & 1206.3\nB. With Natural Gravel | item25 | 1.014 | Cum |
| 26 | 26 | 3. Name of Works: Construction of Road from Kumarikata Jalah Road at near Belguri Chowk under State Govt. Goodwill Project under SOPD-G for the year 2020-21.\nBackfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8. | item26 | 405.6 | Cum |
| 27 | 27 | WBM Grading : 3\nUsing stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny Grading 3 as per technical specification Clause 405\n(a) By manuals means | item27 | 16.5 | Cum |
| 28 | 28 | Interlocking Concrete Block Pavement\nProviding and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 (Inclusive of Edge restraint and carriage) | item28 | 220 | Sqm |
| 29 | 29 | Box Culvert (4.00x4.00m)\nEarth Work in excavation for structure as per drawing and technical Specification Clause 305.1 including setting out, construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto lead of 50m dressing of sides and bottom and back felling in trenches with excavated suiteable material. \n(I) Ordinary soil (Upto 3mm depth) | item29 | 349.76 | Cum |
| 30 | 30 | Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. \n(ii) For grading II Material | item30 | 19.52 | Cum |
| 31 | 31 | Plain/reinforced cement concrete in open foundation complete as per drawing and Technical Specification Clause 802, 804, 805, 806 807, 1202 and 1204.\nA. With Crushed Stone\nI) P.C.C. grade M15\ni) Nominal mix (1:2:5:5) | item31 | 23.427 | Cum |
| 32 | 32 | Providing and laying reinforced cement concrete in sub structure as per drawing and technical specification Clause 800,1205.4 and 1205.5 \n(A) Without Plasticier\n(IV) RCC M-20 \n(a) Height upto 5m | item32 | 111.959 | Cum |
| 33 | 33 | Supplying, fitting and placing TMT bar reinforcment in sub-structure complete as per Drawing and Technical Specification Clause 1002, 1005, 1010 & 1202. | item33 | 5.973 | Ton |
| 34 | 34 | Backfilling behind abutment, wing wall and return wall complete as per Drawing and Technical Specification Clause 1204.3.8. | item34 | 118.3 | Cum |
| 35 | 35 | Construction of RCC railling of M30 Grade in-situ withh 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC Post not to exceed 1 in 500, centre to centre spacing between vertical post not be exceed 2000mm, leaving adequat space. | item35 | 26.2 | Cum |
| 36 | 36 | Providing and laying cement concrete wearing coarse M30 Grade including reinforcem,ent complete as per drawing and technical specifcation Clause 800 & 1206.3\n(A) With Crushed Stone. | item36 | 3.23212 | Cum |
| 37 | 37 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and technical specifcation. Boulder laid dry without wire crates. | item37 | 51.3 | Cum |
| 38 | 38 | SUBWAY\nEmbankment Construction with Material Obtained from Borrow Pits\nConstruction of Embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to rquired slope and compacting to meet requirement of table 300-2 (Including cost of testing of materials at site and laboratory as Directed by the Department). | item38 | 480 | Cum |
| 39 | 39 | Labour for reinforced cement concrete pipe NP3/NP4 pretressed concrete pipe for culverts on first class bedding of granular material/cc M-15 in double row including fixing collar with cement mortar 1:2 and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonary work. | item39 | 7.5 | Rm |
| 40 | 40 | 4. Construction of Road from Pamuapahar High School to Mushalpur Puran Mushalpur Road under State Govt. Goodwill Project SOPD-G for the year 2020-21.\nClearing groubbing Road land including uprooting revelation grass, brushes, surbs, sapings and tree girh upto 300mm removal stumps of trees cocurfer and disposal of unservicible materials and staking of servicable matarials to be used auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150m thickness. \n(I) By manual means\n(a) In area of light jungles. | item40 | 0.28 | Hect |
| 41 | 41 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5\n(I) Private land | item41 | 1601.37 | Cum |
| 42 | 42 | Construction of sub-grade and earthen shoulder \nConstruction of sub-grade and earthen shoulder 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 a lead upto 1000m as per tech. Specification cl no. 301.1\n(I) Private land. | item42 | 641.76 | Cum |
| 43 | 43 | Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. \n(ii) For grading II Material | item43 | 393.75 | Cum |
| 44 | 44 | WBM Grading : 3\nUsing stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny Grading 3 as per technical specification Clause 405\n(a) By manuals means | item44 | 196.88 | Cum |
| 45 | 45 | Interlocking Concrete Block Pavement\nProviding and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 (Inclusive of Edge restraint and carriage) | item45 | 2625 | Sqm |
| 46 | 46 | Paiting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work\nPaiting lines, Dashes, Arrows, etc. on Road in Two Coats on New 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, demarcation at the site and Trafic Controls as per Drawing and Technical Specificaion Clause 1702 | item46 | 600 | sqm |
| 47 | 47 | Trafic Sign\nA Retro-Reflectorised Signs \n1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per IRC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below groubnd level as per drawing and technical specification Clause 1701 \nII) 60cm equilateral triangle | item47 | 1 | Nos |
| 48 | 48 | Planting of trees and their maintanance three year Painting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaning the plants for three year. | item48 | 50 | No |
| 49 | 49 | 5. Construction of Baganbari by lane-1 under State Govt. Goodwill Project SOPD-G for the year 2020-21.\nClearing groubbing Road land including uprooting revelation grass, brushes, surbs, sapings and tree girh upto 300mm removal stumps of trees cocurfer and disposal of unservicible materials and staking of servicable matarials to be used auctioned upto lead of 1000m including removal and disposal of top organic soil not exceeding 150m thickness. \n(I) By manual means\n(a) In area of light jungles. | item49 | 0.27 | Hect |
| 50 | 50 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to side spreading grading to required slope and compacting to meet requirement of table as 300.1 and 300.2 with a lead upto 1000 and as per technical specifiaction clause 301.5\n(I) Private land | item50 | 960.6 | Cum |
| 51 | 51 | Construction of sub-grade and earthen shoulder \nConstruction of sub-grade and earthen shoulder 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 a lead upto 1000m as per tech. Specification cl no. 301.1\n(I) Private land. | item51 | 617.06 | Cum |
| 52 | 52 | Construction of Granular sub-base by proving well Grade materials spreading in iniform layer with motor grader on prepare surface mixing by mix in place method with ratovator at once and compacting at once and compacting with smooth wheel roller to achievd the desire destiny complete as per clause 401. \n(ii) For grading II Material | item52 | 376.88 | Cum |
| 53 | 53 | WBM Grading : 3\nUsing stone screening type A 13.2mm for grade 3:- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and chamber. Applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate. watering and compacting to the required destiny Grading 3 as per technical specification Clause 405\n(a) By manuals means | item53 | 188.44 | Cum |
| 54 | 54 | Interlocking Concrete Block Pavement\nProviding and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 (Inclusive of Edge restraint and carriage) | item54 | 2512.5 | Sqm |
| 55 | 55 | Paiting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work\nPaiting lines, Dashes, Arrows, etc. on Road in Two Coats on New 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, demarcation at the site and Trafic Controls as per Drawing and Technical Specificaion Clause 1702 | item55 | 201 | sqm |
| 56 | 56 | Trafic Sign\nA Retro-Reflectorised Signs \n1 Proving and fixing of Retro-Reflectorised cautionary, mantotary and informatory sign as per IRC:67 made of encapsulted lens type reflected sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mmX75mmX6mm firmly fixed to the ground by means of property design foundation with M15 grade cement concrete 450mmX450mmX600mm, 600mm below groubnd level as per drawing and technical specification Clause 1701 \nII) 60cm equilateral triangle | item56 | 1 | Nos |
| 57 | 57 | Planting of trees and their maintanance three year Painting of trees by the road side (Avenue trees) in 0.60m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaning the plants for three year. | item57 | 30 | No |
AI Tender Summary
Tender Timeline
Feb 03, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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