Construction Of Road From H / O Abhijit Sarkar To The H / O Akash Sarkar.Ii.Construction Of Road From H / O Hiralal Sarkar To The Shibirtilla Kalimandir Via H / O Parimal Biswas.Iii Improvement Of Road From Manindra Sarkar House To Chandra Mohan Sarkar Ho
Tender Value
2.46 Crore
Estimated cost
Bid Submission
23 Sep 2022
0 days left
EMD
4.93 Lakhs
Bank guarantee accepted
Document Fee
8000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
badharghat → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Road From H / O Abhijit Sarkar To The H / O Akash Sarkar.Ii.Construction Of Road From H / O Hiralal Sarkar To The Shibirtilla Kalimandir Via H / O Parimal Biswas.Iii Improvement Of Road From Manindra Sarkar House To Chandra Mohan Sarkar House Via Kalimura With Ic Nagar Gp. Iv.Improvement Of Road From Nh08 At Bhayadhan Shil To India Club ( Tahasil Kachari ) Via Datta Para Within Suryamaninagar Gp.V.Improvement Of Road From Dws Pump House To Awd Centre Via Khas Madhupur High School, Ward No.5 Within Bagmara Gp. Vi. Improvement Of Road From Nh08 Shymal Roy House To University Maa Kali Temple Bagmara Gp, Ward No.4. Vii.Improvement Of Road From Nh08 At Amtali Market Of Prafullya Chandra Roy House To Ashok Roy House Via Dhirar Tilla Under Bishalgarh Constituency Assembly ( 4.52Km ) .
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork,Erosion Control andDrainage |
| 2 | Construction of Subgrade and Earthen Shoulders. 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 as per MoRD Technical Specification Clause 303.1. |
| 3 | Surface DrainsConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. (i)Surface Drains in Ordinary SoilB)Mechanical Means |
| 4 | (ii)Excavation in Soil with Dozer with lead upto 100 m.Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3. |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits.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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 11000 m as per MoRD Technical Specification Clause 301.5. |
| 6 | Maintenance of Roads |
| 7 | Maintenance of Earthen shoulder (Stripping of excess soil).Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903. |
| 8 | Maintenance of Earthen shoulder (filling with fresh selected soil)Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903. |
| 9 | Granular Sub-bases, Bases (Non-Bituminous) and Shoulders |
| 10 | Brick soling ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 11 | iv) Brick edging laid length wiseroviding and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 12 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 1) WBM Grading - 2Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405.A.By Manual Means |
| 13 | Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate 2)WBM Grading - 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kNin stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.(A)By Manual Means |
| 14 | Bases and Surface Courses (Bituminous) |
| 15 | Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 16 | Tack Coat (ii)Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 17 | Tack Coat (iii)Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 18 | 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.Case - I : By Manual Meansi) Bitumen of VG-30 |
| 19 | Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. A.By Manual MeansCase - IV : Type D (premix with fine sand) I.Bitumen of VG-30 |
| 20 | CD Works and Drainage |
| 21 | Excavation for StructuresB.With dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I.Ordinary Soili.Upto 3 m depth |
| 22 | Excavation for StructuresA.Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I.Ordinary Soili.Upto 3 m depth |
| 23 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.I.Sand filling |
| 24 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)I.P.C.C grade M 10(using jhama brick aggregate)(i)Nominal mix 1:3:6 |
| 25 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. II. Brick masonry in 1:4 cement mortar |
| 26 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. II.In 1:4 cement mortar |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).V.R.C.C grade M 25 |
| 28 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) VI.R.C.C grade M-25 i)upto 5 m height |
| 29 | Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).II.R.C.C M 251.For height upto 5 m |
| 30 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. |
| 31 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. |
| 32 | Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. |
| 33 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
AI Tender Summary
Tender Timeline
Aug 25, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 23, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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