Construction Of Road From Nh-15 Thelamora To Rohinibil ( From Ch . 0 . 00 To 3200 . 00 M ) Freedom Fighter Phanidhar Das Road ( From Ch . 0 . 00 To 900 . 00 M ) Nh-15 To Milan Nagar ( Thelamora From Ch . 0 . 00 To 300 . 00 M ) Under Sopd-G For Th
Tender Value
3.52 Crore
Estimated cost
Bid Submission
18 Feb 2021
0 days left
EMD
7.04 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
Dhekiajuli → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From Nh-15 Thelamora To Rohinibil ( From Ch . 0 . 00 To 3200 . 00 M ) Freedom Fighter Phanidhar Das Road ( From Ch . 0 . 00 To 900 . 00 M ) Nh-15 To Milan Nagar ( Thelamora From Ch . 0 . 00 To 300 . 00 M ) Under Sopd-G For The Year 20
BOQ
| Name of Work: Construction of road from NH-15 Thelamora to Rohinibil (from Ch. 0.00 to 3200.00 m) Freedom fighter Phanidhar Das road (from Ch. 0.00 to 900.00 m) NH-15 to Milan Nagar (Thelamora from Ch. 0.00 to 300.00 m) under SOPD-G for the year 2020-21, Dhekiajuli LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. | BI01010001010000000000000515BI0100001113 | 2.22 | Hect. |
| 2 | 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | BI01010001010000000000000515BI0100001114 | 28.8 | Cum |
| 3 | 3 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ..(i) Private land | BI01010001010000000000000515BI0100001115 | 12715.7 | Cum |
| 4 | 4 | Construction of Subgrade and Earthen Shoulders\nConstruction 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) Private Land | BI01010001010000000000000515BI0100001116 | 3514 | Cum |
| 5 | 5 | Compacting original ground supporting subgrade\nLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 | BI01010001010000000000000515BI0100001117 | 5711.4 | Cum |
| 6 | 6 | 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) For Grading Material (Gr - II ) \nNH-15 Thelamora to Rohinibil Road (From 0.00 Km to 3.20) Km | BI01010001010000000000000515BI0100001118 | 1515 | Cum |
| 7 | 7 | 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) For Grading Material (Gr - II ) \nFreedam Fighter Phanidhar Das Road (From 0.00 Km to 0.90) Km | BI01010001010000000000000515BI0100001119 | 426.09 | Cum |
| 8 | 8 | 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) For Grading Material (Gr - II ) \nNH-15 to Milan Nagar(Thelamora) Road (From 0.00 Km to 0.30 Km) | BI01010001010000000000000515BI0100001120 | 117.41 | Cum |
| 9 | 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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......By Manual Means NH-15 Thelamora to Rohinibil Road (From 0.00 Km to 3.20) Km | BI01010001010000000000000515BI0100001121 | 909 | Cum |
| 10 | 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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......By Manual Means Freedam Fighter Phanidhar Das Road (From 0.00 Km to 0.90) Km | BI01010001010000000000000515BI0100001122 | 255.66 | Cum |
| 11 | 11 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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......By Manual Means NH-15 to Milan Nagar(Thelamora) Road (From 0.00 Km to 0.30 Km) | BI01010001010000000000000515BI0100001123 | 70.45 | Cum |
| 12 | 12 | 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. (A). Including Edge block/ Edge restraints | BI01010001010000000000000515BI0100001124 | 16468 | Sqm |
| 13 | 13 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | BI01010001010000000000000515BI0100001125 | 60 | Each |
| 14 | 14 | 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) | BI01010001010000000000000515BI0100001126 | 4 | Each |
| 15 | 15 | Trafic signs: (A) Retro reflactorised Trafic Signs \n(1) Providing and erecting direction and place identification retro-reflactrised sign as per IRC:67made of encapulated lens type reflactive sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.90 sqm suported on a miled steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification clause 1701.(i) 60 cm equilqterql triqngle | BI01010001010000000000000515BI0100001127 | 20 | Each |
| 16 | 16 | Providing and erecting direction and place identification sqm 12,655.40 retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001128 | 3.6 | Sqm |
| 17 | 17 | Painting lines, dashes, arrows, etc. on roads 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 site and traffic control as per drawing and Technical Specification Clause 1702 | BI01010001010000000000000515BI0100001129 | 880 | Sqm |
| 18 | 18 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | BI01010001010000000000000515BI0100001130 | 308 | Each |
| 19 | 19 | 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. | BI01010001010000000000000515BI0100001131 | 84 | Each |
| 20 | 20 | Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 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 of sides and bottom and backfilling with in tranches with excavated suitable material,Ordinary Soil (A). Manual Means (Without dewatering)(I) Upto 3.0m depth | BI01010001010000000000000515BI0100001132 | 78.64 | Cum |
| 21 | 21 | Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii) | BI01010001010000000000000515BI0100001133 | 3.13 | Cum |
| 22 | 22 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, \n(I) PCC Grade M-10, Nominal Mix | BI01010001010000000000000515BI0100001134 | 4.89 | Cum |
| 23 | 23 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, \n(I) PCC Grade M-20, Nominal Mix | BI01010001010000000000000515BI0100001135 | 6.75 | Cum |
| 24 | 24 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, \n(I) PCC Grade M-25, Nominal Mix | BI01010001010000000000000515BI0100001136 | 3.75 | Cum |
| 25 | 25 | Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone(IV) RCC Grade M25 (i) For height upto 5 m | BI01010001010000000000000515BI0100001137 | 8.73 | Cum |
| 26 | 26 | Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5. (A) with crushed stone.(II) RCC Grade M25, (a) height upto 5.00 mtr. | BI01010001010000000000000515BI0100001138 | 4.71 | Cum |
| 27 | 27 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202,(As per Reinforcement Schedule) | BI01010001010000000000000515BI0100001139 | 1.64 | Mt. |
| 28 | 28 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.\n(a) With crushed stone | BI01010001010000000000000515BI0100001140 | 1.03 | Cum |
| 29 | 29 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm 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 Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001141 | 8 | Each |
| 30 | 30 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | BI01010001010000000000000515BI0100001142 | 39 | Cum |
| 31 | 31 | Earth work in excavation for foundation of structure up to 3m depth as per drawing and technical specification Clause1140 including setting out construction of shoring and bracing , removal of stumps and other deleterious matter, dressing of sides and bottom and backing filling with approved materials . | BI01010001010000000000000515BI0100001143 | 87.52 | Cum |
| 32 | 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause No. 802, 803, 1202 & 1203.A. With crushed stone. II) P.C.C. Grade M 10\n (i) Nominal mix | BI01010001010000000000000515BI0100001144 | 8.06 | Cum |
| 33 | 33 | B. Type-B (First class) bedding: Laying First class bedding on well compacted approved granular materials as per clause 1105 (ii)\n | BI01010001010000000000000515BI0100001145 | 8 | Cum |
| 34 | 34 | 1st class brick work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Clause No. 600, 1202 & 1203.\n I) Brick masonary in 1:3 cement mortar. | BI01010001010000000000000515BI0100001146 | 72.48 | Cum |
| 35 | 35 | Providing and laying reinforcement cement concrete pipe NP-3 for culvert on 1st class bedding of granular materials in single row including fixed in collar with cement mortar 1:2.But excluding excavation protection work back filling concrete and masonry work in head wall and parapets clause 1106.\n (B) 1000m dia | BI01010001010000000000000515BI0100001147 | 22.5 | Rm |
| 36 | 36 | Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structures as per Technical specification. | BI01010001010000000000000515BI0100001148 | 113.19 | SQM |
AI Tender Summary
Tender Timeline
Feb 15, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 18, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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