Re-Construction Of Bridge Approaches Of Rcc Br. No. 2/1 On Hirajuli Te To No. 3 To Gorjuli Road Under Sopd-Fdr For The Year 2019-20. Dhekiajuli Lac
Tender Value
65.28 Lakhs
Estimated cost
Bid Submission
27 Nov 2019
0 days left
EMD
1.30 Lakhs
Bank guarantee accepted
Document Fee
2000
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
Re-Construction Of Bridge Approaches Of Rcc Br. No. 2 / 1 On Hirajuli Te To No. 3 To Gorjuli Road Under Sopd-Fdr For The Year 2019-20. Dhekiajuli Lac
BOQ
| Name of Work: Re-construction of Bridge approaches of RCC Br. No. 2/1 on Hirajuli TE to No. 3 to Gorjuli Road under SOPD-FDR for the year 2019-20. Dhekiajuli LAC | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)\n(I) By mechanical means Prestressed/RCC work grade M20 & above. | 4.499 | Cum | |
| 2 | 2 | Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification.\n(i) Granular material | 233.22 | Cum | |
| 3 | 3 | PCC M15 Grade levelling course below approach slab complete as per drawing and Technical specification. | 5.07 | Cum | |
| 4 | 4 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.\n(B) TMT-IS 1786 (Fe-500 D) Secondary Producer (ISI approved) | 12.675 | Cum | |
| 5 | 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 3001.2 (including cost of testing of materials at site and laboratory as directed by the deptt.) \n(a) From Private Land | 551.25 | 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 vibratory roller to achieve the desired density, complete as per Technical Specification clause 401.\n(II) For Grading II Material | 8.44 | Cum | |
| 7 | 7 | Construction of subgrade and earhen shoulders with approved materials obtained from borrow pits with all Lifts and leads, transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 (a) (including cost of testing of materials at site and laboratory as directed by the deptt.) \n(i) From Private Land | 16.2 | Cum | |
| 8 | 8 | Water Bound Macadam Grading -3:- (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 wheeled roller 80-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with an initial lead of 5.00 Km) \n(A) By Manual Means (WBM Gr. III matel) | 4.219 | Sqm | |
| 9 | 9 | Inter locking concrete Block pavement: Providing and Laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 includingnall lead and lift complete as per technical specification and as directed. 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. | 56.25 | Sqm | |
| 10 | 10 | Providing and Laying IM-40 grade cement concrete Edge block/Edge restraints complete as per technical specification clause 1504. | 0.6 | Cum | |
| 11 | 11 | Providing and erecting of Retro-Reflecrorised cautionary, mandatory and informatory sign board as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting 2 mm thick fixed on an angle iron of 25mm x 25 mm x 4 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 M-15 grade cement concrete 45cm x 45cm x 60cm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail or any other approved brand)\n(iv) 800 mmx 600 mm rectangular | 1 | Each | |
| 12 | 12 | Supplying, fitting and fixing RCC Guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate upto 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surface in 23cm strips upto 0.75m from the top alternately in black and white and having 2 Nos. reflective band of desired shade etc. complete as per design and as directed. (b) 15cm dia RCC guard post with reinforcement of 4 Nos. 12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15cm c/c. | 20 | Each | |
| 13 | 13 | Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work (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 surface, including cleaning the surface of all dirts, dust and other foreign matter, demarcation at site and traffic control)\n(II) Upto 10cm in Width | 20 | Sqm | |
| 14 | 14 | 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 1000mm x 100mm mesh (weaved diagionally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 Kg each) | 1139.25 | Cum | |
| 15 | 15 | 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.\nA) Stone/boulder | 126 | Cum | |
| 16 | 16 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications. | 63 | Cum |
AI Tender Summary
Tender Timeline
Nov 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 27, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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