Annual Maintenance Of Raibania O.T.Road At 8.00 Km Teghari Chhaka To Baharsaradiha Road For The Year 2022-23.
Tender Value
10.61 Lakhs
Estimated cost
Bid Submission
02 Jul 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
jaleswar → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Maintenance Of Raibania O.T.Road At 8.00 Km Teghari Chhaka To Baharsaradiha Road For The Year 2022-23.
BOQ
| Sl. No. | Item Description |
| 1 | Providing labour for flank dressing to proper camber including disposal of dressed material within 50 Mtr. lead etc. complete to shape as per direction of the Engineer-in-charge. |
| 2 | Earth work in foundation of hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. |
| 3 | Filling foundation and plinth with sand well watered and rammed including cost, conveyance of materials, labour T&P, royalty etc. complete as per direction of the Engineer-in-charge. |
| 4 | Providing P.C.C. (1:3:6)with 4cm size h.g. metal of approved quality in foundation / floor including hoisting laying concrete,cost & conveyance of materials, labour ,T&P, royalty, taxes, curingetc. complete as per direction of the Engineer-in-charge. |
| 5 | Earth work in all kinds of soil includingtransporting to site, dressing, breaking clods to maximum 5cm to 7cm, laying in layers not exceeding 0.3 m in depth including sectioning & cambering, compacting by HRR / ramming, labour ,T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge. |
| 6 | Providing Granular Sub-Base with admixture of sand & moorum, well watered and consolidated with HRRincluding cost & conveyance of material, labour ,T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge. |
| 7 | Construction ofun-reinforced cement concrete pavement with expansion and construction joint only, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 with M30 (Grade) concrete using coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity andusing approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted by using needle, screed and plate vibrators and finished in continuous operation including provision of contraction , expansion & construction joints, primer, sealant near approaches to bridge/culvert ,admixtures as approved,with cost & conveyance of materials, labour ,T&P, royalty, taxes, curing of concrete for 14days as perdrawing and Technical Specification vide Clause 150, 1501 anddirection of the E-I-C. |
| 8 | Providing and fixing ofinformatory sign board 1.2m x 1.0m x 1.6 mm M.S. plate with 2 Nos angle iron post along with excavation, PCC in post, painting & lettering etc. complete to shape as per direction of the Engineer-in-charge. |
| 9 | Labour for scraping cleaning the road surface applying tack coat using 3.0Kg of bitumen for 10 Sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45cum of 25mm to 40mm size hard granite metal and 12.00Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen, metal and chips complete as per specification and direction of Engineer-in-Charge |
| 10 | Providing laying, spreading & compacting to water bound macadam Grading - III including spreading uniform thickness, hand packing, rolling with PRR & filling interstices with stone screened dust including watering and consolidation with PRR including cost & conveyance of material, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge. |
| 11 | Providing& laying surface dressing as wearing course in single coat using crushed stone aggregates of 13 mm nominal size chipping on a lyer of bituminous binder of 60/70 penetration grade of bitumen @ 1.2 kg/sqm laid on prepared surface & consolidation with PRR including cost & conveyance of materials, labour, T&P, royalty & taxes etc. complete as per direction of the Engineer-in-charge. |
| 12 | Providing and applying tack coat with 60/70 grade Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503of (MORD) specification & as per direction of the Engineer-in-charge. |
| 13 | 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 penetration 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 whell 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 as per technical specification clause 508of (MORD) specification & as per direction of the Engineer-in-charge. |
| 14 | Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall usingType-C as per technical specification Clause-510of (MORD)specification with S-60/70 grade bitumain laid by manual mean i.e.without chips spreader etc.Complete as per direction of the E-I-C |
| 15 | Earth work in raincuts upto 5 km. lead with all leads & lifts over and above initial lead and lift including rough dressing and breaking clods 5cm to 7 cm size and laying in layers not exceeding 0.3m in depth with Sectioning & cambering and ordinary compaction by PRR cost of transportation, all labour, T&P, royality etc. complete as per direction of the Engineer-in-charge. |
| 16 | Construction of hard earth shoulder having CBR more than 5th with approved materialobtained from borrow pits with initial lead & lift, spreading, grading to required slope & compacting to meet requirement of table 300.1 & 300.2 as per Technical Specification Clause 301.5 of MOR etc. completeas per direction of Engineer in charge. |
AI Tender Summary
Tender Timeline
Jun 27, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 02, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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