Construction Of Dhaniram Gogoi Path Ch . 0 . 00 M To 900 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Dibrugarh , Lahowal , Moran And Tingkhong Territorial Road Division , Dibrugarh - Moran Lac .
Tender Value
66.02 Lakhs
Estimated cost
Bid Submission
10 Jun 2020
0 days left
EMD
1.32 Lakhs
Bank guarantee accepted
Document Fee
1900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moran → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Dhaniram Gogoi Path Ch . 0 . 00 M To 900 . 00 M Under Sopd-G For The Year 2019-20 Under Pwrd , Dibrugarh , Lahowal , Moran And Tingkhong Territorial Road Division , Dibrugarh - Moran Lac .
BOQ
| Name of Work: Construction of Dhaniram Gogoi path (Ch. 0.00 m to 900.00 m) under SOPD-G for the Year 2019-20 under PWRD, Dibrugarh, Lahowal, Moran & Tingkhong Territorial Road Division, Dibrugarh - Moran 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. \n(I) By Manual Means (A) In area of non thorny jungle | 0.36 | Hect | |
| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 105m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 \n(i) Private Land | 2480.53 | cum | |
| 3 | 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads , transporting to site, spreding , grading to required slope and compacted to meet requirement of Table(300-2) with lead upto 1000m as per Technical Specification Clause303.1. \n(i) Private Land | 342 | cum | |
| 4 | 4 | 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.\n(ii) For Grading II Material | 337.5 | cum | |
| 5 | 5 | WBM Grading 3\nUsing stone screening Type-B 11.2 mm for Gr.III \nProviding, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. \n(A) By Manual Means | 202.5 | cum | |
| 6 | 6 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 including carriag. A ( Including edge block/edge restraints | 2700 | cum | |
| 7 | 7 | 600mm dia Single Row HPC NP3:\n\nRemoving all types of Hume Pipe and stacking within alead of 1000 m including Earthwork and Dismanting of Masonary Works as per Technical Specification Clause 202. \n(A) Upto 600mm dia HPC | 15 | Rm | |
| 8 | 8 | Earth work in excavation for structure as per drawing & Technical specifications clause 305.1 including settin out construction of soring & bracing, removel of stumps and other delitorious mterial and disposal up to a lead of 50 m, dressing, of side and bottom and backfilling for Trenchs with approved material. | 30.28 | cum | |
| 9 | 9 | Providing concreat for plain/reinforced concrete in open foundations comltete as per drawing and technical specifications Clause 802,803,1202, & 1203. \nA. with crushed Stone \nI. P.C.C. grade M 10 \nNominal Mix 1:3:6 | 2.142 | cum | |
| 10 | 10 | Bedding of pipe \n(i) Type B (First class) Bedding \nLaying(First class) bedding on well compacted approved Granular material as per Clause 1105 \n(ii) For 600 mm dia | 2.388 | cum | |
| 11 | 11 | Plain /reinforced cement concrete in Substructure complete as per Drawing and technical specification clause802,804,805,806,807,1202 & 1204. \nA) With crushed stone \nii) PCC grade M-20 (i) Nominal Mix (1:2:4) | 14.2 | Cum | |
| 12 | 12 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets as per clouced 1106. (600 mm dia Pipe) | 15 | Rm | |
| 13 | 13 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1. \n(I) Private Land (Earth work in cushioning) | 336.96 | cum | |
| 14 | 14 | HPC Culvert 1200 mm dia Single openig:\nEarthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.\n(i) Ordinary soil. Upto 3m depth | 26.38 | cum | |
| 15 | 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone i) P.C.C grade M 10-Nominal Mix 1:3:6 | 2.36 | cum | |
| 16 | 16 | Bedding for pipe Type B(ii)Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) | 3.845 | cum | |
| 17 | 17 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed Stone iii) P.C.C grade M 20-Nominal Mix 1:2:4 | 27.571 | cum | |
| 18 | 18 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (A) 1200mm Dia | 7.5 | Rm | |
| 19 | 19 | 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 exclusive of 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 | 180 | sqm | |
| 20 | 20 | (B)Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm width and required letter and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2.\n\nii) 60 cm equilateral Triangle | 6 | Each | |
| 21 | 21 | Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) | 1 | Each |
AI Tender Summary
Tender Timeline
May 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 11, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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