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Improvement To Thakurgarh Sisumandir To Alekhpur / Purunapani Road From 3 . 600 Km To 5 . 200Km For 2020-21 Under State Plan . , ANGUL-Odisha

Road And Building Department-RBD has published Improvement To Thakurgarh Sisumandir To Alekhpur / Purunapani Road From 3 . 600 Km To 5 . 200Km For 2020-21 Under State Plan . . Submission Date for this Tender is 22-06-2021. Road Work Tenders in ANGUL Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

28012220
Corrigendum : Improvement To Thakurgarh Sisumandir To Alekhpur / Purunapani Road From 3 . 600 Km To 5 . 200Km For 2020-21 Under State Plan .
Open Tender
Indian
Odisha
ANGUL
22-06-2021

Tender Details

Improvement To Thakurgarh Sisumandir To Alekhpur / Purunapani Road From 3 . 600 Km To 5 . 200Km For 2020-21 Under State Plan .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Jun-2021 Date Date 22-06-2021

Key Value

Document Fees
INR 10000 /-
EMD
Refer document
Tender Value
INR 81.72 Lakhs /-

BOQ Items

Name of Work: Improvement to Thakurgarh Sisumandir to Alekhpur / Purunapani road from 3.600 km to 5.200km for 2020-21 under state plan.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 PART-A (CIVIL WORKS)\nConstruction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works(4th Revision) including labour cess but excluding GST 5759.73 Cum
2 2 Construction of embankment obtained with approved materials deposited at work site from roadway cutting as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (4th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge 387.9 Cum
3 3 Providing granular sub-base by Coarse graded Granular sub-base Grading-IV materials as per table 400-1, spreadng in uniform layers with motor grader on prepared surface, mixing by mix in place method with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H specifications for Road & Bridge works (4th Revision) including basic cost, conveyance, royalties and of all materials and cost of all labour, machineries and T&P. required for the work etc. including labour cess but excluding GST complete (Measurement to be taken on compacted section only) 489.38 Cum
4 4 Providing, laying, spreading & compacting stone aggregates to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause No.406 of MoRT&H specifications for Road & Bridge work (4th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge 489.38 Cum
5 5 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ of 0.60 kg/sqm including basic cost of all materials, labour T&P required for the work including labour cess but excluding GST complete as per direction of the Engineer-in-charge 3262.5 Sqm
6 6 Providing tack coat on the prepared bituminous surface with bitumen emulsion 80/100 bitumen @0.20kg./sqm or 0.30 kg/sqm including basic cost of all labour, T&P etc. including labour cess but excluding GST complete as per direction of the Engineer-in-charge 3262.5 Sqm
7 7 Porvoding and laying 25mm thick Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of Grading II premixed with bituminous binder 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoRT&H specification for Road & Bridge works (4th Revision) including applying tack coat 0.20kg/m2 with bitumen emulsion including labour cess but excluding GST 81.56 Cum
8 8 Clearing & grubbing the road land including uprooting the rank vegetations, grasses, bushes, the shrub jungle & tree up to 1.00 m girth including basic cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as directed by theEngineer-in-charge 10179 Sqm
9 9 Supplying, fitting & fixing / Providing 15cm av. dia and 1.00m long R.C.C. guard posts in M-15 as per approved design & drawing using c.b.h.g. coarse aggregate of 20mm size and down grades of approved qualilty and grading using steel reinforcement of 3.5kg for each guard post including centering, shuttering, watering, curing for 28days and fixing in position in soil of pit size (45cmx45cm) below ground level over C.C.(1:3:6) with painting two coats by enamel paints including basic cost, conveyance, royalty and all other of all materials, cost of all labour, T&P. equipments, incidentals required for the work including labour cess but excluding GST complete as per specification and direction of the Engineer-in-charge 228 No.
10 10 Supplying, fitting, fixing of RCC pre-cast K.M. stone of prop. M-15 for O.D.R. road as per IRC specification and design including basic cost of all materials, labour, royalty, transportation charges of KM stone, T&P and reinforcement required for the work including cutting the earth and filling 150mm thick sand and making the pedestal of C.C. (1:3:6) of size 900mmx900mm bottom and 750mmx750mm top including providing C.C. (1:2:4) to a thickness of 75mm top over the pedestal including plastering the surfaces with 12mm thick (1:4) etc. including labour cess but excluding GST complete as per direction of the Engineer-in-charge.\nHectometer stone 6 No.
11 10.01 Ordinary KM stone 3 No.
12 11 Providing retro reflectorised cautionary, mandatory and informatory sign board as per IRC-67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post of 75x75x7mm size as per approved drawing as per clause no. 801.08 of MoRT&H specification and direction of the Engineer-in-charge including labour cess but excluding GST \na) 80mm x 60 mm rectangular 4 No.
13 11.01 b) 90cm Octagonal Sign Board 2 No.
14 11.02 c) 90cm equilateral Sign Board 24 No.
15 11.03 d) 60 cm circular 10 No.
16 12 Earthwork in hard soil with all lead and lift including rough dressing and leveling bed including basic cost, of all labour , T&P. required for the work etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge 281.25 Cum
17 13 Supplying and filling foundation and plinth with sand well watered and rammed with basic cost, conveyance, royalities and of all materials including labour cess but excluding GST complete 199.6 Cum
18 14 Construction of Dry lean concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS 383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not exceed 15:1, aggregate gradation after blend including basic cost, conveyance all T&P and cost of all labour as required for the work etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge 93.75 Cum
19 15 Construction of un-reinforced, dowel jointed, plain cement concrete M-30 pavement over a prepared sub base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver. spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip. dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per Clause 602 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including labour cess but excluding GST\n 187.5 Cum
20 16 Conveying, supplying and stacking good laterite moorum of approved quality from approved quarry and conveying from stacks and spreading the collected moorum in road with basic cost, conveyance, royality, of all materials, labour, T&P required including carriage of water for controlled compaction and with all leads and lifts etc. including labour cess but excluding GST complete in all respect as per direction of the Engineer-in-charge. 56.25 Cum
21 17 Earth work in excavation of foundation and trenches in hard soil including moorum stoney earth and earth mixed with boulder except sheet rock and boulders requireing blasting including rough dressing and levelling the bed up to the required depth and depositing the excavated materials with all leads and lifts T&P shoring and shuttering if required etc. including labour cess but excluding GST complete as directed by the Engineer-in-charge 504.94 Cum
22 18 Cement concrete (1:3:6) in foundation and floor i.e below the base course of terrazo flooring using 4cm (1½") size black hard broken granite aggregates of approved quality and from approved quarry, including lowering, laying concrete, watering curing etc. complete to required level laid in layers not exceeding 150mm thick including basic cost, conveyance, royalties and of all materials and cost of all labour required for the work etc. including labour cess but excluding GST complete 64.65 Cum
23 19 P.C.C. M-20 grade in using 40mm and down graded size (40 mm size 60%, 20 mm size 30% & 10 mm size 10%) in open foundation of retaining wall, head wall using crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works, shoring shuttering dewatering if required including basic cost, conveyance, royalty, of all materials, cost of all labour, T&P etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge 465.48 Cum
24 20 Providing weep holes in plain/Reinforced concrete abutment, wing wall/Return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of I.V: 20 H towards drawing face complete as per clause No.2706 & 2200 of MoRT&H specification for Road & Bridge works (4th Revision) incluidng basic cost, conveyance, royalties of all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge 47.6 Mtr
25 21 Providing Metal spall backing in the rear of abutments and wing walls using 5cm size black hard granite metal to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutmnet, with wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification including basic cost, conveyance, royalties of all materials, cost of all labour, T&P required for the work etc. including labour cess but excluding GST complete as per specification & directionof Engineer-in-charge 1.51 Cum
26 22 Providing P.C.C M-15 grade using 40 mm down graded chips below bed level of C.D works including centering, shuttering, dewatering as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (4th Revision) including basic cost, conveyance, royalties of all materials, cost of all labour, T&P, required for the work etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-charge 27.96 Cum
27 23 P.C.C. M-15 grade in using 40mm and down graded size (40 mm size 60%, 20 mm size 30% & 10 mm size 10%) in open foundation of retaining wall, head wall using crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works, shoring shuttering dewatering if required including basic cost, conveyance, royalty, of all materials, cost of all labour, T&P etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge 104.92 Cum
28 24 Labour for laying 1000mm dia NP-4 R.C.C. spun pipe with collar jointed with C.C.(1:2:4) including basic cost, conveyance, of all materials, T&P with all leads and lifts etc. including labour cess but excluding GST complete as per direction of Engineer-in-charge 40 Rmt
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