Special Repair To Sargoda To Tongar Road Rcc Culvert For The Year 2022-23
Tender Value
44.24 Lakhs
Estimated cost
Bid Submission
20 Jun 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rairangpur → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repair To Sargoda To Tongar Road Rcc Culvert For The Year 2022-23
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202 |
| 2 | Earthwork in excavationfor foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitablematerial upto 3mt.as per direction of Engineer-in-Charge. |
| 3 | Providingand constructing well compacted drainage layer above the subgrade of roadwork with approved quality of dust free washed coarse to medium sand as per Clauses 5.8 and 6.6 of SP:20-2002. |
| 4 | Providing concrete for plain / reinforced concrete in open foundation complete as per drawing andMORD technical specification Clause 800,1100,1200and as per direction of Engineer-in-Charge |
| 5 | Plain/reinforced cement concrete in sub-structure complete as per drawings and MORDtechnical specification Clauses 800,1200 andas per direction of the Engineer in charge |
| 6 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 a)Raft |
| 7 | b)Deck Slab |
| 8 | c)Abutment &Pier |
| 9 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 |
| 10 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 11 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORDtechnical specification Clauses 1000,1200 as per direction of the Engineer in charge |
| 12 | 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 MORDtechnical specification Clauses 614, 709, 1204and as per direction of the Engineer in charge |
| 13 | Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302 |
| 14 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specificationClause 1204.3.8 and as per direction of the Engineer in charge |
| 15 | Clearing and grubbing road land including rank vegitation, grass, bushes, shrubs, sapplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. all complete as per direction of the Engineer-in-charge. |
| 16 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 KMs spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision) |
| 17 | Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting withibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H pecifications for Road & Bridge works (4th Revision) |
| 18 | Providinglaying spreading and compacting stone aggregatesof specificsize to W.B.M. specificationincluding spreading in uniform thickness , hand packing rolling with 8-10ton roller applying andbrooming requisite type of screening /binding materials to fillup the interstices watering including cost carriage royalty etc. complete.(WBM-II) |
| 19 | Providinglaying spreading and compacting stone aggregatesof specificsize to W.B.M. specificationincluding spreading in uniform thickness , hand packing rolling with 8-10ton roller applying andbrooming requisite type of screening /binding materials to fillup the interstices watering including cost carriage royalty etc. complete.(WBM-III) |
| 20 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoRT&H Specifications for Road & Bridge works (4th Revision) |
| 21 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per Clause 503 of MoRT&H Specifications for Road & Bridge works (4th Revision) |
| 22 | Collecting, Supplying and laying of 20 mm thick Pre Mix Carpet including Labourusing 0.27cum of 13.2mm to 5.6mm size crushed stone chipping and 14.60kg.penetration grade of bitumen for 10sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR , bitumen mixtures, tar boilers and all other T & P articles etc. complete as per specification and direction of the Engineer-in-charge. |
| 23 | Labour for laying 6mm thick Precoated Seal coat type B using 0.06cum of 06 mm size and down graded as per sieve analysis and 6.80kg of bitumen per 10sqm and applying tack coat 2kg of bitumen for 10sqm including hire and running charges of P.R.R. Hot mix plant tar boiler, cost, carriage and royalty etc. complete as per direction of the Engineer in Charge. |
AI Tender Summary
Tender Timeline
Jun 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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