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Tender For Construction Of Boxcell Culvert At Ch.4/300Km Of Godibandha Kalanda Road For Crossing Of Water Pipe Line Of Ntpc / Ttps., angul-Odisha

Road And Building Department-RBD has published Tender For Construction Of Boxcell Culvert At Ch.4/300Km Of Godibandha Kalanda Road For Crossing Of Water Pipe Line Of Ntpc / Ttps.. Submission Date for this Tender is 24-07-2023. Culvert Tenders in angul Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

38557335
Tender For Construction Of Boxcell Culvert At Ch.4/300Km Of Godibandha Kalanda Road For Crossing Of Water Pipe Line Of Ntpc / Ttps.
Open Tender
Indian
Odisha
angul
24-07-2023

Tender Details

Construction Of Boxcell Culvert At Ch.4/300Km Of Godibandha Kalanda Road For Crossing Of Water Pipe Line Of Ntpc / Ttps.

Key Value

Document Fees
INR 10000 /-
EMD
INR 76100.0 /-
Tender Value
INR 76.04 Lakhs /-

BOQ Items

Name of Work: Construction of boxcell culvert at ch.4/300km of Godibandha Kalanda road for crossing of water pipe line of NTPC / TTPS.
Sl. No. Item Description
1PART-A (CIVIL WORKS) Earth work in excavation of foundation trenches in hard soilwithin 50m initial lead and 1.5m initial lift including rough dressing breaking clods to maximum 5cm to 7cm and laying in layers not to exceeding 0.3m in depth including removal of stumps, roots, shrubs and other foreign debries from the cut surface 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.
2Providng and laying / Supplying and filling sand on road sub base, well watered and rammed with basic cost, conveyance, royalties andof all materials, labour, T&P required for the workincluding labour cess but excluding GSTcomplete as per direction of the Engineer-in-carge. (Measurement to be taken on compacted section only.)
3P.C.C. M-15grade in using 40mm and down graded size (40 mm size 60%, 20 mm size 30% & 10 mm size 10%) in cut off wall and 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 GSTcomplete as per direction of Engineer-in-charge
4Providing 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 GSTcomplete as per specification & direction of Engineer-in-charge
5RCC of Nominal mix / Design mix of grade M-20 having specified characteristics compressive strength of 15mpa, 20mpa, target mean strength of 25mpa, 30mpa, respectively for 150mm cubes at 28 days curing as per IS-456-2000 & I.R.C-21-2000 test conducted in accordance with I.S. 516 using crusher broken hard granite coarse aggregate and other materials as per section 302 of I.R.C.21-2000 & IS-456-2000 of approved quality including centering, shuttering and form works for providing smooth and water tight surface, hoisting, lowering and laying concrete in layers not exceeding 30 cm. compacted thickness, compacting with mechanical vibrators true to lines, grades as per drawing and technical specifications, watering and curing for 28 days including basic cost, conveyance, royalties and all otherof all materials with all leads and lift, cost of all labour T & P, and equipment required for mixing, transporting and placing in position vibrating, compacting, finishing and curing including all incidental expenses and removal of form work as per section 1700 and 1500 of MoRTH specification for road and bridge workincluding labour cess but excluding GST complete in all respect as per direction of the Engineer–In-Charge but excluding cost, of M.S. / Tor steel reinforcement and binding wire and labour charges for straightening, cutting, bending, binding, welding and tying the grills, lapping, spacing etc. hoisting and placing in position (to be paid separately) as required for RCC works Foundation
6Substruture
7Deck Slab
8RCC M-30 grade, in wearing coat and approach slab using 20 mm and down graded (20mm 60% & 10 mm 40%) size crushed stone aggregate mixed by concrete mixer, laying in layers and compacting by vibrator with all leads and lifts including frame works with basic cost, conveyance, royaltiesof all materials, cost of all labour, T&P. required for the work etc. including labour cess but excluding GSTcomplete as per specification and direction of Engineer-in-charge
9Providing fitting fixing of Concret crash barrier approches to structures fixing with RCC M-40 Grade concrete using 20 mm & down graded Granite chips including basic cost, conveyance, royality, all T&P & labour required for the work etc. complete including labour cess but excluding GSTcomplete as per specification & direction of Engineer-in-charge
10Supplying, cutting, straightening the bent up M.S. Rods or Tor steel, using SAIL / TATA / RINL (grade Fe 5OOD} / JINDAL STEEL / SHYAM STEEL etc. including bending, binding, welding joining if necessary and tying the grills and placing in position as required for R.C.C. works and for providing required no of fan hooks hoisting, lowering, laying including basic cost, conveyance of all M.S. rods or Tor steel and binding wires of 18· to 20 gauge required for the workbending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Rods or Tor steel only and no separate payment will be made towards the weight of binding wires) etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-Charge
11Providing weep holes in plain/ Reinforced concrete abutment, wing-wall/Return wall with 100mm. dia P.V.C. Pipe, extending through the full width of the structure with slope of I.V: 20 H towards drawing face complete of MORT&H specification for (5th 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 GSTcomplete as per specification & direction of Engineer-in-charge
12Providing & laying of filter media with granular materials/stone crushed aggregates satisfying the requirements, as laid down in clause No.2504.2.2 of MoRT&H Specifications with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall etc. to the full height compacted to a firm condition complete as per drawing and technical specification as per clause No.710.1.4 of IRC 78 & 2200 of MoRT&H specification 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 GSTcomplete as per specification & direction of Engineer-in-charge
13Gravel backing to revetment including basic cost of all materials, labour, T&P etc. required for the work complete as directed by the Engineer-in-chargeincluding labour cess but excluding GST
14Rough stone dry packingin approns and revetments using 15cm to 30cm size black hard granite boulders of approved quality from approved quarry including filling the interstics with small stones, spalls etc. with basic cost, conveyance with all leads and lifts and cost of all materials, labour, royalty, T&P etc.including labour cess but excluding GST required for the work complete as directed by the Engineer-in-charge
15Suplying fitting, fixingof R.C.C. guard posts (1:2:4) of 1.00m long 15cm dia with reinforcement as per approved specification and design and fixing to same with C.C. (1:3:6) pedestral of size 0.60 x 0.60 x 0.30m including excavation of earth etc. including labour cess but excluding GSTcomplete as per direction of the Engineer-in-charge
16Painting two coats over a coat ofprimer with enamel paints of approved shade to crash barrier & guard post including sand papering, polishing the surface, basic cost, conveyance, of all materials, all labour and T&P. required for the workincluding labour cess but excluding GSTincluding the cost of paint and primer as per the direction of the Engineer-in-charge
17Clearing & grubbing the road land includinguprooting 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 GSTcomplete as directed by theEngineer-in-charge
18Providing granular sub-base by Close 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 (5th Revision) including basic cost, conveyance, royalties andof all materials and cost of all labour, machineries and T&P. required for the work etc. including labour cess but excluding GSTcomplete (Measurement to be taken on compacted section only)
19Providing, 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 (5th 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 GSTcomplete as per specification & direction of Engineer-in-charge
20Providing and applying primer coat by using bitumen emulsion slow setting 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 workincluding labour cess but excluding GSTcomplete as per direction of the Engineer-in-charge
21Providing and applying tack coat with rapid setting bitumen using emulsion pressure distributor @0.20 kg/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) including basic cost, conveyance,royalties of all materials, cost of all labour, T&P. requried for the work etc. including labour cess but excluding GSTcomplete as per specification & direction of Engineer-in-charge
22Providing and laying 50mm thick bituminous macadam with hot mix plant 60-90 TPH using crushed aggregates of specified grading-II materials premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoRT&H Specifications for Road & Bridge works (5th 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 GSTcomplete as per specification & direction of Engineer-in-charge
23Porvoding 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 (5th 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 GSTcomplete as per specification &direction of Engineer-in-charge
24Collecting, Conveying, supplying and stacking good lateritemoorum of approved quality from approved quarry and conveying from stacks and spreading the collected moorum in road sub base to a layer not exceeding 22.5 cm (Loose) compacted to 15 cm thick watering and compacting to the required dencity in O.M.C. to proper camber and grade with PRR including hire and running charges of PRR, 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 GSTcomplete in all respect as per direction of the Engineer-in-charge
25Provding and laying of hot applied thermoplastic compound for marking of central lines and other lines of Road by hot thermoplastic road marking materials 2.5mm thick incluidng reflectorising glass beads @250gm/sqm area as per clause No.803.6.4 of MoRTH, the finished surface being uniform level and free from streaks & holes etc. including the basic cost of all materials,labour, T&P. heating, marking & traffic control measures etc. including labour cess but excluding GSTcomplete as per the direction of the Engineer-in-charge. N.B: Warranty period minimum 2 years
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