Construction Of Road From Hathinapur Singimari Pmgsy Road To Dalimarvitha Via Sialmari ( Sutpara Supa ) Including 2 Nos Rcc Bridge, ( Bridge No. 1 / 1 And 3 / 1 ) Under Sopd-G For The Year 2021-22, Bhawanipur Lac
Tender Value
6.65 Crore
Estimated cost
Bid Submission
08 Oct 2021
0 days left
EMD
13.30 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
Bhawanipur → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Hathinapur Singimari Pmgsy Road To Dalimarvitha Via Sialmari ( Sutpara Supa ) Including 2 Nos Rcc Bridge, ( Bridge No. 1 / 1 And 3 / 1 ) Under Sopd-G For The Year 2021-22, Bhawanipur Lac
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing of road land including up rooting rank vegetation grass,bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means- (a) In area of non thorny jungle |
| 2 | Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land |
| 3 | Construction of sub-grade and earthen shouldersconstruction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land |
| 4 | (A) By mix in place Method -Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepare 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) For Grading Material (Gr-II) |
| 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 smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual Means (a) Private Land, Using stone screening Type-B 11.2 mm for Gr.III |
| 6 | Providingand laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. |
| 7 | Traffic SignsProviding 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 fixing over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801 (ii) 60 cm equlateral triangle |
| 8 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703(ii)Ordinary Kilometer Stone (Precast) |
| 9 | 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. |
| 10 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusiveof surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 11 | Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth |
| 12 | PCC M15 in FoundationProviding concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202 & 1203. A. With crushed stoneII PCC grade M10Nominal mix (1:3:6) |
| 13 | Bedding for PipeLaying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i) |
| 14 | Providing concrete for plain / reinforced concrete in sub structure complete as per drawings and technical specification clause 802,803,1202 & 1203. A. With crushed stoneII PCC grade M20Nominal mix (1:2:5:5) |
| 15 | PlasteringPlastering with cement mortar ( 1:4 ) 15mm thick on brick work in substructure as per technical specification Rate. |
| 16 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.1000 mm dia |
| 17 | EarthWork in excavation for structures as per drawing and technical specification, clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil |
| 18 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 & 1203.A. With Crushed stone. I. PCC grade M10, |
| 19 | Plain/reinforced cement concrete in Sub Structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A. With Crushed Stone I. P.C.C grade M 15, I. Nominal mix (1:2.5:5) |
| 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5.A. With crushed stone, I. RCC grade M 20 |
| 21 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical Specification Clause 800 and 1206.3.A. With crushed stone |
| 22 | Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7. |
| 23 | Drainage spouts complete as per drawing and Technical Specification Clause 1209. |
| 24 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 25 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 & 1202. |
| 26 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 27 | EarthWork in excavation for structures as per drawing and technical specification, clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, 1202 & 1203.A. With Crushed stone. I. PCC grade M10, |
| 29 | Plain/reinforced cement concrete in Sub Structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. A. With Crushed Stone I. P.C.C grade M 15, I. Nominal mix (1:2.5:5) |
| 30 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5.A. With crushed stone, I. RCC grade M 20 |
| 31 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical Specification Clause 800 and 1206.3.A. With crushed stone |
| 32 | Providing weep wholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and Technical Specification Clause 614, 709, 1204.3.7. |
| 33 | Drainage spouts complete as per drawing and Technical Specification Clause 1209. |
| 34 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 35 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 & 1202. |
| 36 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 37 | 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 |
| 38 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(I) Stone/ Boulder |
| 39 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 40 | 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. Ordinary soil. A. Manual means, (I) Without dewatering, (i) upto 3 m depth |
| 41 | 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- 1000 mm) |
| 42 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV).a). Initial and Routine load test. |
| 43 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Without plasticiser, B. RCC Grade M25, (i) Using concrete mixer. |
| 44 | Levelling course for Pile cap:- Providing and laaying of PCC M15 levelling course 100 mm thick below the pile cap |
| 45 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications. With TATA make TMT CRS (Fe500 grade) rebar |
| 46 | Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, F. RCC Grade M25, a) Height upto 5m, Case I Using concrete Mixer |
| 47 | Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications. With TATA make TMT rebar |
| 48 | 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 specification. |
| 49 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationB Sandy material |
| 50 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 51 | 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 firmcondition complete as per drawing and technical specification. |
| 52 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. (N) Without Plasticiser, B. RCC Grade M25, Case I Using Concrete Mixer, (ii) For T-beam & slab, b. Height 5m to 10m |
| 53 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications(b) With TATA make TMT rebar |
| 54 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 55 | Construction of RCC railing of M30 Grade in-situ with 20 mm 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 to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 56 | Drainage Spouts complete as per drawing and Technical spectification |
| 57 | 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 representativeensuring complianceto the manufacturer\"s instruction for installation). |
| 58 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (c) With other ISI marked TMT grade rebar |
| 59 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 60 | 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 witha layer of brushwood to exposed portion out-side trackway |
| 61 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.) |
| 62 | 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 towards 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. |
| 63 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder |
| 64 | 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. Ordinary soil. A. Manual means, (I) Without dewatering, (i) upto 3 m depth |
| 65 | 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- 1000 mm) |
| 66 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV).a). Initial and Routine load test. |
| 67 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. Without plasticiser, B. RCC Grade M25, (i) Using concrete mixer. |
| 68 | Levelling course for Pile cap:- Providing and laaying of PCC M15 levelling course 100 mm thick below the pile cap |
| 69 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and technical specifications. With TATA make TMT CRS (Fe500 grade) rebar |
| 70 | Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (N) Without plasticiser, F. RCC Grade M25, a) Height upto 5m, Case I Using concrete Mixer |
| 71 | Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications. With TATA make TMT rebar |
| 72 | 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 specification. |
| 73 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationB Sandy material |
| 74 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 75 | 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 firmcondition complete as per drawing and technical specification. |
| 76 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification\" including steel shuttering formwork. (N) Without Plasticiser, B. RCC Grade M25, Case I Using Concrete Mixer, (ii) For T-beam & slab, b. Height 5m to 10m |
| 77 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications(b) With TATA make TMT rebar |
| 78 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 79 | Construction of RCC railing of M30 Grade in-situ with 20 mm 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 to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 80 | Drainage Spouts complete as per drawing and Technical spectification |
| 81 | 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 representativeensuring complianceto the manufacturer\"s instruction for installation). |
| 82 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (c) With other ISI marked TMT grade rebar |
| 83 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 84 | 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 witha layer of brushwood to exposed portion out-side trackway |
| 85 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.) |
| 86 | 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 towards 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. |
| 87 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder |
AI Tender Summary
Tender Timeline
Sep 18, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 08, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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