Construction Of Cc Pavement Starting From D . K Road Construction Of Cc Pavement Starting From D . K Road Via Jewellary Patty Road With Rcc Box Culvert Gossaigaon Town Under The Fund Of 5Th Assam State Finance Commission For The Year 2018-19 Of Gossaigaon
Tender Value
60 Lakhs
Estimated cost
Bid Submission
30 Sep 2019
0 days left
EMD
1.20 Lakhs
Bank guarantee accepted
Document Fee
1800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gossaigaon → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cc Pavement Starting From D . K Road Construction Of Cc Pavement Starting From D . K Road Via Jewellary Patty Road With Rcc Box Culvert Gossaigaon Town Under The Fund Of 5Th Assam State Finance Commission For The Year 2018-19 Of Gossaigaon Municipal Board
BOQ
| Name of Work: Construction of C.C. Pavement starting from D.K. Toad to D.K. Road via Jewellary Patty Road with RCC Box Culvert, Gossaigaon Town under 5 (Fifth) Assam State Finance Commission for the year 2018-19 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing and Grubbing Road Land including uprooting wild vegetation, Grass, Bushes, shrubs, sapling and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m including removal of disposable of top organics oils not exceeding 150 mm in thickness as per technical specification 201.\n(I) By manual means. (A) In area of non thorny jungle | item1 | 0.055 | Hect |
| 2 | 2 | Scarfying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lead upto 3m and lead up to 1000m as per Technical Specification Clause 301.4. | item2 | 1498.77 | Sqm |
| 3 | 3 | Construction of subgrade and earthen shoulderwith approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead up to 1000m as per Technical specification Clause 303.1.\n(i) Private land. | item3 | 776 | Cum |
| 4 | 4 | Bymix in PlaceMethod.\nConstruction 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 motivator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause401.\n(ii) ForGrading II material | item4 | 299.75 | Cum |
| 5 | 5 | 3) WBM Grading II\nUsing stone screeningType-B 11.2 mm for Gr.11Providing, laying, spreading and compacting stone aggregates of specific sizesto 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 2 as per TechnicalSpecification Clause405.\n(A) By Manual Means. | item5 | 112.41 | Cum |
| 6 | 6 | 3)WBM Grading III\nUsing stone screening Type-B 11.2 mm for Gr.1IProviding, laying, spreading and compacting stone aggregates of specific sizesto 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 2 as per TechnicalSpecification Clause405.\n(A) ByManual Means. | item6 | 112.41 | Cum |
| 7 | 7 | Construction un rein forced, (i) jointed at expansion and construction joined only, plain cement concrete pavement, thickness as per design, over a prepared sub base, width 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate conforming to is : 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved mixed size form work (steel channel, laying and fixing of125mm micron thick polythene film, wedges, steel plates including leveling the form work as per design) spreading the finished in continuous operation including provision of contraction and expansion, construction joints, applying deboning strips ,primer, sealant, dowel bars, near approaches to bridge I culverts and construction joints, admixture as approved, curing of concrete slabs for 14 days. | item7 | 299.75 | Cum |
| 8 | 8 | Removing all types ofHume pipes and stacking within a lead of 1000111 including earth work and dismantling of Masonry Works as per Technical Specification Clause 202,\nC) Above 900mm dia Hume Pipe. | item8 | 6 | Mtr |
| 9 | 9 | Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (a) In ordinary soil | item9 | 18.22 | Cum |
| 10 | 10 | Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling. | item10 | 10.8 | Sqm |
| 11 | 11 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). | item11 | 1.08 | cum |
| 12 | 12 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level b) M20 grade concrete or Prop. 1:1.5:3 | item12 | 7.59 | cum |
| 13 | 13 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.\n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) (i) TATA/SAIL | item13 | 14.4 | Qtl |
| 14 | 14 | Providing form work of ordinary timber planking so asto give a rough finish including centering, shuttering, strutting and prospering etc. height of prospering and centering below supporting floor or ceiling not exceeding4.00m and removal of the samefor in-situ reinforced concrete and plain concrete work in.\n(A) In sub- structure up to Plinth Level. Foundation and footing baseof columns, tie beam, pile cap, raft wall and like up to P.L. (ii) Using25 mm thick. | item14 | 46.44 | Sqm |
| 15 | 15 | Brickwork in cement mortar with 1st class brick including to Plinth level.\n(a) In prop.1:3. | item15 | 0.36 | Cum |
| 16 | 16 | 15mm thick cement plaster in single coat on single or half wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding80mm girth and finished even and smooth including curing complete as directed.\nB)on rough Side.\n(b) In cement mortar.1:3. | item16 | 32.63 | Sqm |
| 17 | 17 | Earth / Sandfilling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land. Compensation, forest royalty, saleTax and other duties and Taxesas may be necessary. (c) With river silt or sand (predominately non plastic) by truck carriage including loading and unloading | item17 | 2.48 | Cum |
| 18 | 18 | Clearing and Grubbing Road Land including uprooting wild vegetation, Grass, Bushes, shrubs, sapling and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m including removal of disposable of top organics oils not exceeding 150 mm In thickness as per technical specification 201.\n(I) By manual means.\n(A) In area of non thorny jungle | item18 | 0.03 | Hect |
| 19 | 19 | Scarfying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lead upto 3m and lead up to 1000m as per Technical Specification Clause 301.4. | item19 | 871 | Sqm |
| 20 | 20 | Construction of subgrade and earthen shoulderwith approved material obtained from borrow pits with a lift up to 1.5m , transporting to site , spreading , grading to required slope and compacting to meet requirement of Table 300.2 with a lead up to 1000m as per Technical specification Clause 303.1.\n(i) Private land. | item20 | 369.53 | Cum |
| 21 | 21 | Bymix in Place Method. \nConstruction 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 motivator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per Technical Specification Clause40l.\n(ii) For Grading II material. | item21 | 174 | Cum |
| 22 | 22 | 3) WBM Grading II\nUsing stone screening Type-B 11.2 mm for Gr.1IProviding, laying, spreading and compacting stone aggregates of specific sizesto 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 2 as per TechnicalSpecification Clause405.\n(A) By Manual Means. | item22 | 65.33 | Cum |
| 23 | 23 | 3) WBM Grading III\nUsing stone screeningType-B 11.2 mm for Gr.1IProviding, laying, spreading and compacting stone aggregates of specific sizesto 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 2 as per TechnicalSpecification Clause405. (A) By Manual Means. | item23 | 65.33 | Cum |
| 24 | 24 | Construction un rein forced, dowel jointed at expansion and construction joined only, plain cement concrete pavement, thickness as per design, over a prepared sub base, width 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate conforming to is : 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved.mixed size form work ( steel channel, laying and fixing ofl25mm micron thick polythene film, wedges, steel plates including levelingthe form work as per design) spreading the finished in continuous operation including provision of contractionand expansion, construction joints, applying deboning strips ,primer, sealant, dowel bars, near approaches to bridge / culverts and construction joints, admixture as approved, curing of concrete slabs for 14days. | item24 | 174.2 | Cum |
| 25 | 25 | Sign Board | item25 | 1 | LS |
| 26 | 26 | Miscellaneous Expenditure | item26 | 1 | LS |
AI Tender Summary
Tender Timeline
Sep 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 30, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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