Tender For Construction Of Cdp Road Connecting Nuagaon-Kateni Road To The Road Passing Through The Tps No.08 And Land Identified For New City, Bhubaneswar.
Tender Value
88.24 Crore
Estimated cost
Bid Submission
11 Aug 2026
11 days left
EMD
88.24 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Cdp Road Connecting Nuagaon-Kateni Road To The Road Passing Through The Tps No.08 And Land Identified For New City, Bhubaneswar.
BOQ
| Sl. No. | Item Description |
| 1 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 2 | (i) Girth from 300 mm to 600 mm |
| 3 | (ii) Girth from 600 mm to 900 mm |
| 4 | (iii) Girth from 900 mm to 1800 mm |
| 5 | (iv) Girth above 1800 mm |
| 6 | Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and girth up to 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 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 7 | In area of light jungle 50% |
| 8 | In area of thorny jungle 50% |
| 9 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 10 | Dismantling brick or stone masonry in lime or cement mortar under 3m. height including stacking the useful materials for reuse and removing the debris within 50m. Lead including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 11 | Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 12 | Dismantling and removing R.C.C. columns, beams, slab, staircase landing, lintels including stacking the useful materials for reuse and removing the debris within 50m lead including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 13 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 14 | Excavation for roadwork in Ordinary Rock with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 15 | Excavation, loading & carriage by mechanical means in medium hard rock (can not be scapped or peeled with knife, hanheld specimen can be broken with single moderate blow with pick, crushing strength between 100 to 250 kg/sqcm) in canal, foundation & cut-off trenches of earth dam & other deep cutting by means of Rock Breaker with all lifts, delifts including trimming the bed & slopes to designed finished section, loading into & transportation by taransport vehicle within 1 KM lead & depositing the excaveted materials neatly in specific dump yard as directed by the Enginerer-incharge etc complete including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 16 | Loosening, levelling and compacting original ground supporting embankement to faciliate placement of first layer of embankement, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause-305 of MOSRT&H Specifications for Road & Bridge works (5th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 17 | Construction of embankment with Flyash Confirming to table-1 of IRC-SP-58-2001 Obtained from coal of Lignite buring Thermal Power section as Waste material, spread and compacted in layer of 200mm thickness each at OMC, all as specified in IRC-SP-58-2001 and as per approved plans including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 18 | 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 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 cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 19 | Construction of embankment with materials deposit at site from roadway cutting and excavation form drain and foundation of other structures graded and compacted to meet requirement of table 300-2 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 20 | Construction of sub-grade with approved material obtained from borrow pits within a lead of 5km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 21 | Construction of granular sub-base by providing Grading VI close graded Material, (Stone screening) spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoSRT&H Specifications for road & Bridge works (5th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 22 | Providing, laying, spreading and compacting graded stone aggregate 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 subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 23 | Providing and applying prime coat with slow setting 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 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 24 | 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 25 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, 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 MoRTH specification clause No. 507 complete in all respects.) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 26 | Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 27 | Construction of un-reinforced, dowel jointed, plain cement concrete 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. Inculding centring & Shuttering including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 28 | Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 29 | Filling sand of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 30 | TOE WALL Earth work in all kind of soil with initial lead and lift including rough dressing in layers not exceeding 0.3m in depth and the Earth transported by transport vehicles as directed by the Engineer-in-charge including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 31 | Filling sand of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 32 | P.C.C. M15 Grade in using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including centering & shuttering etc as per approved Drawing & Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 33 | HORTICULTURE Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 34 | CROSS DRAINAGE STRUCTURE (1 x 2 x 2 ( 60 m) Width) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 35 | Filling foundation and plinth with sand well watered and rammed including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 36 | P.C.C. M15 Grade in using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including centering & shuttering etc as per approved Drawing & Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 37 | Providing, supplying and laying Design Mix Reinforced Cement Concrete with grade M30 using graded crushed stone aggregates, coarse sand, cement of approved quality using weigh batching, mechanically mixing, vibrating, centering & shuttering, de-centering using tools & plant equipments & machinery required for the work as per technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. Base Slab |
| 38 | RCC wall |
| 39 | Top Slab |
| 40 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 41 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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 abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 42 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 43 | Rough stone dry packing in approns and revetments with hard granite stones (30cm and above size) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 44 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 45 | R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 46 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 47 | Supplying, fabricating welded water tight drainage spout assembly to dimensions shown on drawing of dia not less than 100mm with galvanized steel conforming to IS 226 & fixing in position with suitable fixtures at specified locations on bridge decks including painting two coats with bituminous paint sealed with sealant as per IS 1834 around the spout to the deck slab as per technical specification part I / II of clause 2705 of specification road and bridge work MORT&H (5th revision) including full compensation to all operations, all inclusive costs, contigencies, incidental involved for the finished defect free item of work complete to specificaton & including cost and conveyance of all materials, labour, T&P and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 48 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces including cost and conveyance of all materials, labour, T&P and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 49 | HPC CULVERT 600 mm Dia Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 50 | Filling foundation and plinth with sand well watered and rammed including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 51 | P.C.C. M15 Grade in using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including centering & shuttering etc as per approved Drawing & Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 52 | Random rubble H.G. stone masonry in cement mortar (1:5) in foundation and plinth including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 53 | Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 and including the cost of pipe, cost of all labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. Dia 600 mm |
| 54 | R.C.C. work M-25 grade with 20mm and down grade black hard granite crusher broken stone chips including hoisting and laying including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 55 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 56 | HPC CULVERT 1000 mm Dia Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 57 | Filling foundation and plinth with sand well watered and rammed including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 58 | P.C.C. M15 Grade in using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including centering & shuttering etc as per approved Drawing & Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 59 | Random rubble H.G. stone masonry in cement mortar (1:5) in foundation and plinth including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 60 | Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 and including the cost of pipe, cost of all labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. 1000 mm Dia |
| 61 | R.C.C. work M-25 grade with 20mm and down grade black hard granite crusher broken stone chips including hoisting and laying including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. Top Slab |
| 62 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 63 | ROAD SAFETY MEASURES & ROAD FURNITURES Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 64 | Kilometre Stone Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc b) Ordinary kilometer stone (precast) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 65 | c) 200 mtr stone stone (precast) |
| 66 | Sign Board Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection,daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. 90 cm equilateral triangle including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 67 | 60 cm equilateral triangle |
| 68 | 60 cm circular (Speed Limit) |
| 69 | 80 mm x 60 mm rectangular |
| 70 | Direction and Place Identification Signs upto 0.9 sqm Size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing).The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 71 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 72 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 73 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 74 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 75 | Construction of median and Island above road level with approved material brought from pits, spread, sloped and compacted as per clause 408 of technical specification for Road & Bridge works MORT&H (5th revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 76 | Solar Powered Road Marker ( Solar Stud)Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 77 | Tubular Steel Railing on Precast RCC Posts, 1.2 m High Above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 78 | Solar LED Light OSRAM Powered by Philips LED including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 79 | RCC COVER DRAIN Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 80 | Filling foundation and plinth with sand well watered and rammed including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 81 | P.C.C. M15 Grade in using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including centering & shuttering etc as per approved Drawing & Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 82 | R.C.C. work M-25 grade with 20mm and down grade black hard granite crusher broken stone chips including hoisting and laying including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 83 | Side Wall |
| 84 | Top Slab |
| 85 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 86 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 87 | Junction Construction of sub-grade with approved material obtained from borrow pits within a lead of 5km, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 88 | Construction of granular sub-base by providing Grading VI close graded Material, (Stone screening) spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MoSRT&H Specifications for road & Bridge works (5th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 89 | Providing, laying, spreading and compacting graded stone aggregate 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 subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 90 | Providing and applying prime coat with slow setting 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 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 91 | 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 MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 92 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, 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 MoRTH specification clause No. 507 complete in all respects.) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 93 | Providing and laying bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 94 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade, protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 95 | Providing and erecting \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre-to-centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 96 | BREAST WALLExcavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 97 | P.C.C. M15 Grade in using 12mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including centering & shuttering etc as per approved Drawing & Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 98 | Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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 abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 99 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. PCC M20 |
| 100 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 101 | Supplying, fitting and placing uncoated HYSD bar reinforcement complete as per drawing and technical specification including cost and conveyance of all materials, labour, T&P, royalty and taxes etc. as required for the work complete as per direction of Engineer-in-charge. |
| 102 | ELECTRICAL WORKSWPB 160X152(13Mtr.long,30.44 Kg/Mtr) |
| 103 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 1.2 mtr, 8nos channel (GI) required = (8x9.56 x1.2) |
| 104 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 18 nos required=(18x2.36x0.280) |
| 105 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 0.306 mtr, 4nos channel (GI) required = (4x9.56 x0.306) |
| 106 | Danger plate 1 nos |
| 107 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos= 1x0.59x 0.510) |
| 108 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 109 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 110 | 11KV pin insulator polymer |
| 111 | H W fitting (B&S)70KN 3 (bolted) |
| 112 | Disc insulator (B&S) 70 KN Polymer |
| 113 | Earthing of support (Coil Type) |
| 114 | No-8 GI Wire |
| 115 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 116 | IPC for 100sqmm AAA conductor (For covered conductor)-11KV |
| 117 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 118 | HT Stay Clamp |
| 119 | H.T.Stay set (Complete) |
| 120 | H.T.Stay insulator type-C |
| 121 | 7/10 SWG Stay wire 15kg/stay |
| 122 | GI Nut & bolts & washer of different sizes |
| 123 | Black colour paint for numbering |
| 124 | Yellow colour paint for Background |
| 125 | Fixing of complete 11KV Line complete stay set includes 1) Turn buckle assembly 2) Stay Rod & stay plate 3) Stay insulator 4) Stay wire 5) Stay clamps with Nuts & bolts BA will do the excavation including excavation, supply of 0.5cum CC 1:2:4 |
| 126 | Concreting ratio 1:1.5:3(500mmx500mmx2200mm)0.55Cu mtr (Per Pole) |
| 127 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr (Per Pole) |
| 128 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 129 | Top channel 100x50x6mm(1200 mm long ) ( 9.56 Kg/ Mtr.each channel) (GI) length 3 mtr, 2nos channel (GI) required = (2x9.56 x3) |
| 130 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 1.2 mtr, 8nos channel (GI) required = (8x9.56 x1.2) |
| 131 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 6 nos required=(6x2.36x0.280) |
| 132 | AB switch Mounting Channel(GI) 75X40X4.8mm, 7.14KG/Mtr, each Channel(GI) length 3 Mtr., 2 no's Channel(GI) required =( 7.14x3x2) |
| 133 | AB Switch Side Support Channel(GI) 100X50X6mm,9.56 KG/Mtr., each Channel(GI) length 0.35 mtr., 2 no's Channel(GI) required =( 9.56x2x0.35) |
| 134 | Channel(GI) Support for down Pipe 75X40X 4.8mm., 7.14KG/Mtr., each Channel(GI) length 0.8 Mtr., 1 no's Channel(GI) required =( 7.14x0.8x1) |
| 135 | Double pole belting channel (GI) 75 x 40x 4.8mm, 7.14 Kg/Mtr each channel (GI) Length 3.0 mtr, 4 nos channel (GI) required = (7.14 x 3 x 4) |
| 136 | 50x50x6mm GI Barcing angle (GI), 4.5 Kg/mtr, each angel (GI) length 3.512 mtr, 4nos angle (GI) required = ( 4.5 x 3.512x 4) |
| 137 | Danger plate |
| 138 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 2 nos= 2x0.59x 0.510) |
| 139 | HT Stay Clamp |
| 140 | H.T.Stay set (Complete) |
| 141 | H.T.Stay insulator type-C |
| 142 | 7/10 SWG Stay wire 15kg/stay |
| 143 | GI Pipe earthing 40mm, 3 MTR LONG |
| 144 | 50x6mm GI Flat for earthing, 2.36 kg/mtr |
| 145 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 146 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 8 nos= 8x0.59x 0.510) |
| 147 | Lighting Arrester(12KV,10KA) |
| 148 | AB Switch (11KV,400A,3 Pole, 50Hz) |
| 149 | 11KV pin insulator polymer |
| 150 | H W fitting (B&S)70KN 3 (bolted) |
| 151 | Disc insulator (B&S) 70 KN Polymer |
| 152 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 153 | IPC for 100sqmm AAA conductor (For covered conductor)-11KV |
| 154 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 155 | GI Nut & bolts & washer of different sizes |
| 156 | Black colour paint for numbering |
| 157 | Yellow colour paint (GIS Numbering & Zebra stripping) for Background |
| 158 | Fixing of complete 11KV Line complete stay set includes 1) Turn buckle assembly 2) Stay Rod & stay plate 3) Stay insulator 4) Stay wire 5) Stay clamps with Nuts & bolts BA will do the excavation including excavation, supply of 0.5cum CC 1:2:4 |
| 159 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.450 Cu mtr (Per Pole) |
| 160 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr |
| 161 | Provide necessary civil material for construction of Earthing Chamber, excavation & installation of including earthing pipe dia up to 100mm dia for length of 3 mtr . |
| 162 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 163 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 1.2 mtr, 2nos channel (GI) required = (2x9.56 x1.2) |
| 164 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 8 nos required=(8x2.36x0.280) |
| 165 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 0.306 mtr, 2nos channel (GI) required = (2x9.56 x0.306) |
| 166 | Danger plate 1 nos |
| 167 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos= 1x0.59x 0.510) |
| 168 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 169 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 170 | 11KV pin insulator polymer |
| 171 | H W fitting (B&S)70KN 3 (bolted) |
| 172 | Disc insulator (B&S) 70 KN Polymer |
| 173 | Earthing of support (Coil Type) |
| 174 | No-8 GI Wire |
| 175 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 176 | IPC for 100sqmm AAA conductor (For covered conductor)-11KV |
| 177 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 178 | GI Nut & bolts & washer of different sizes |
| 179 | Black colour paint for numbering |
| 180 | Yellow colour paint for Background |
| 181 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.45Cu mtr (Per Pole) |
| 182 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr (Per Pole) |
| 183 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 184 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 1.2 mtr, 4nos channel (GI) required = (4x9.56 x1.2) |
| 185 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 16 nos required=(16x2.36x0.280) |
| 186 | Straight Cross Arm 100x50x6mm 9.56 Kg/ Mtr.each channel (GI) length 0.306 mtr, 4nos channel (GI) required = (4x9.56 x0.306) |
| 187 | Danger plate 1 nos |
| 188 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos= 1x0.59x 0.510) |
| 189 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 190 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 191 | 11KV pin insulator polymer |
| 192 | H W fitting (B&S)70KN 3 (bolted) |
| 193 | Disc insulator (B&S) 70 KN Polymer |
| 194 | Earthing of support (Coil Type) |
| 195 | No-8 GI Wire |
| 196 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 197 | IPC for 100sqmm AAA conductor (For covered conductor)-11KV |
| 198 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 199 | HT Stay Clamp |
| 200 | H.T.Stay set (Complete) |
| 201 | H.T.Stay insulator type-C |
| 202 | 7/10 SWG Stay wire 15kg/stay |
| 203 | GI Nut & bolts & washer of different sizes |
| 204 | Black colour paint for numbering |
| 205 | Yellow colour paint for Background |
| 206 | Fixing of complete 11KV Line complete stay set includes 1) Turn buckle assembly 2) Stay Rod & stay plate 3) Stay insulator 4) Stay wire 5) Stay clamps with Nuts & bolts BA will do the excavation including excavation, supply of 0.5cum CC 1:2:4 |
| 207 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.450 Cu mtr (Per Pole) |
| 208 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr |
| 209 | WPB 160X152(11Mtr.long,30.44 Kg/Mtr) |
| 210 | 11KV V Cross Arm (GI) |
| 211 | Top bracket 100x50x6mm GI Channel (GI) |
| 212 | Danger plate |
| 213 | Back clamp for DANGER PLATE 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 1 nos= 1x0.59x 0.510) |
| 214 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 215 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 4 nos= 4x0.59x 0.510) |
| 216 | 11KV pin insulator polymer |
| 217 | Earthing of support (Coil Type) |
| 218 | No-8 GI Wire |
| 219 | GI Nut & bolts & washer of different sizes |
| 220 | 100sqmm AAA Conductor XLPE covered conductor-11KV |
| 221 | Black colour paint for numbering |
| 222 | Yellow colour paint for Background |
| 223 | Non Metalic tiles-11KV 100Sqmm CVRD AAAC |
| 224 | Spike(GI) (using 50x6mm Flat (GI) welded with 8 mm square bar) (2 nos of spike per set in each pole) |
| 225 | Concreting ratio 1:1.5:3(500mmx500mmx1800mm)0.450Cu mtr (Per Pole) |
| 226 | Couping ration 1:1.5:3 with dimension (500x500x450)=0.1125 Cu mtr (Per Pole) |
| 227 | Guarding Channel (GI) 75X40X4.8mm, 7.14 Kg/Mtr, each Channel (GI) Length 3.5 mtr, 4 nos channel (GI) Required = (4x7.14x 3.5) for Single pole) |
| 228 | No-6 GI Wire (0.192Kg/mtr) for main string |
| 229 | No-8 GI Wire (0.131Kg/mtr) for lacing |
| 230 | Eye Bolt (236mm, 16mm dia, 1.577 Kg/Mtr) |
| 231 | GI Pipe earthing 40mm, 3 MTR LONG |
| 232 | 50 x 6mm Flat (GI) for earthing, 2.36Kg/Mtr, (10.7 mtr for raising)= 10.7x2.36 |
| 233 | Construction of earthing chamber including installation of earthing pipe. |
| 234 | Supply of 11kV, 3Core, 400sqmm, XLPE insulation armoured UG cable (SC rating of cable in kA- 37.7kA and SC rating of Armour in kA- 15kA) |
| 235 | Supply of Outdoor termination kits Heat Shrinkable type suitable for 11kV, 3Core, 400sqmm, HT UG Cable kits |
| 236 | Supply of materials for High Density Polyethelene (HDPE) pipe 200mm diameter, PE 80- PN8 for laying of 11kV UG cable |
| 237 | Laying, Commissioning & Testing of 11kV, 3Core, 400sqmm, XLPE insulation (extruted type) UG cable by open trench method. |
| 238 | Erection of Straight through jointing Kits/Outdoor termination kits/Indoor termination Kits Heat Shrinkable type suitable for 11kV, 3Core, 400sqmm, aluminium UG cable kits |
| 239 | Laying of 200mm dia PE 80-PN8, HDPE pipe inside open trench. |
| 240 | Earth work excavation of soil |
| 241 | Earth work excavation of hard rock |
| 242 | Back filling with excavated soil outside and above the trench |
| 243 | Damage of asphalt/tar road and other utilities and reconstructing to bring to its original shape after laying of cable in open trench(1 mtr width) |
| 244 | Supply and erection of GI Pipe of dia. 150mm, Class-B (8Mtr.) |
| 245 | Supply and Erection of Cable Route Marker along the cable route at an interval of 30mtrs with civil works. |
| 246 | WPB(GI) Pole 160X152(11Mtr.long,30.44 Kg/Mtr)(Total Pole weight with Base Plate & stiffner= 334.84KG +10.74 KG = 345.58 KG) |
| 247 | 9Mtr long 300Kg PSC Pole |
| 248 | Pole Clamp for EYE hook for XLPE Aerial bunched cable |
| 249 | EYE Hook for XLPE Aerial bunched cable |
| 250 | Dead end clamp suitable for messenger XLPE Aerial bunched cable |
| 251 | LT Cable raising channel (GI) 75 x40x4.8mm GI Channel (GI) (100mm long) (7.14Kg/Mtr), 3 Nos (Each 3 x 1.000 x 7.14= 21.42 Kg) |
| 252 | Top channel 100x50x6mm(3000mm long)(9.56 kg/mtr,2 nos.)(Each 2x3.000x9.56=57.36 kg) |
| 253 | Fish plate 50x6mm 2.36 kg/mtr,each 0.280 mtr length, 6 nos required=(6x2.36x0.280) |
| 254 | M.U Channel (GI) 75 x 40x4.8mm (3000mm long) (7.14Kg/Mtr, 2 Nos) (Each 2x3.000 x 7.14= 42.84 Kg) |
| 255 | AB Switch mounting channel 75x40x4.8mm GI Channel (3000mm long)(7.14kg/mtr,2 nos.)(Each 2x3.000x7.14=42.84kg) |
| 256 | AB Switch side support channel 100x50x6mm,9.56Kg/mtr, each channel length 0.35 mtr, 2 nos channel required= (9.56x2x0.35) |
| 257 | Channel support for down pipe 75x40x4.8mm,7.14kg/mtr each channel length 0.8 mtr, 1 nos channel required=(7.14x0.8x1) |
| 258 | HG/DO Fuse mounting channel 75x40x4.8 mm GI channel(3000mm long)(7.14kg/mtr,2 nos.)(Each 2x3.000x7.14=42.84 kg) |
| 259 | Cantilever support channel 75x40x4.8mm GI Channel (810mm long, 2 nos)(7.14kg/mtr,2 nos.)(Each 2x0.810x7.14=11.57 kg) |
| 260 | Cantilever support angle 50x50x6mm GI (1282mm long)(4.5kg/mtr,2 nos.)(Each 2x1.282x4.5=11.54 kg) |
| 261 | Transformer Base GI Channel(GI) 100X50X6MM (3000mm Long)(9.56kg/Mtr, 2 Nos)(Each 2x3.000x9.56=57.36kg) |
| 262 | Transformer Base support GI Channel(GI) 100X50X6MM (515mm Long)(9.56kg/Mtr, 2 Nos)(Each 2x0.515x9.56=9.85kg) |
| 263 | Transformer Belting Angle(GI) 50X50X6MM (3000mm Long)(4.5kg/Mtr, 2 Nos)(Each 2x3.0x4.5kg) |
| 264 | Transformer Belting support Angle(GI) 50X50X6MM (580mm Long)(4.5kg/Mtr, 2 Nos)(Each 2x0.580x4.5=kg) |
| 265 | LTDB Mounting Angle(GI) 50x50x6mm GI(100mm long)(4.5kg/Mtr, 2 nOS)(Each 2x1x4.5 Kg) |
| 266 | 50x6mm GI Flat for earthing, 2.36 kg/mtr |
| 267 | 25KVA, 11/0.4KV (AL) Transformer BIS Energy loss level II, Ammendment-4 |
| 268 | LT Distribution Box with MCCB, Aluminium busbar of single bay with kit kat fuse for 25 KVA S/S |
| 269 | 55SQMM AAAC XLPE Covered conductor |
| 270 | 4C x35mm2 LT XLPE Cable(Armoured) -For 25KVA Trf. |
| 271 | 4C x35mm2 LT XLPE Cable(Armoured) -From LTDB to PSC Pole |
| 272 | AB Switch (11KV,200A,3 Pole,50Hz) |
| 273 | H.G Fuse (11KV 200A 3 Pole) |
| 274 | Wedge connector for 55 sq mm AAA conductor |
| 275 | Polycarbonate bird guard |
| 276 | Disc insulator (B&S) 70 KN Polymer |
| 277 | H W fitting (B&S)70KN 3 (bolted) |
| 278 | Lightning Arrester (12KV,10KA)(Staion Class, class-2) |
| 279 | 11KV pin insulator polymer |
| 280 | H.T.Stay set (Complete) |
| 281 | HT Stay Clamp (1.9kg/pair) |
| 282 | H.T.Stay insulator type-C |
| 283 | 7/10 SWG Stay wire grade-2 15kg/set |
| 284 | 40mm Nominal bore GI Pipe |
| 285 | GI Nut & bolts of assorted size(25kg/DSS DP) |
| 286 | GI barbed wire anticlimbing device (3 kg /Pole) |
| 287 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 8 nos= 8x0.59x 0.510) |
| 288 | Danger plate 11KV |
| 289 | Back clamp for anticlimbing Device 25 x 3mm flat, 0.59 kg/mtr flat of 0.510 mtr length 2 nos= 2x0.59x 0.510) |
| 290 | Name plate |
| 291 | Structure numbering and marking |
| 292 | Yellow colour paint for Background |
| 293 | Black colour paint for numbering |
| 294 | Concreting ratio 1:1.5:3(M-20 Grade)(500mmx500mmx1800mm)0.450 Cu mtr |
| 295 | Couping ratio 1:1.5:3(M-20 Grade) (500mmx500mmx450mm)0.450 Cu mtr |
| 296 | PCC ratio 1:3:6 (M-10 Grdae) for DSS Area (5x3x0.1)= 1.5 Cu Mtr |
| 297 | Fixing of stay set with 0.5Cum Cement Concrete foundation 1:3:6 size (900mm x 600mm x 900mm) using 40mm BHG metal with all lanour and material except stay set, stay wire, stay insulator. |
| 298 | Construction earthing chamber including installation of earthing pipe making earthing chamber including excavation, soil teatement with bentonide powder, calculation of eartg resistance, including installation of 3 mtr GI Pipe 40mm/50mm including welding of GI flat around pipe. |
| 299 | Laying of 4C X35mm2 LT XLPE Cable. |
| 300 | SITC & erection of GI Fencing with gate |
| 301 | Concreting ratio 1:1.5:3(M-20 Grade)(500mmx500mmx1500mm)=0.375 Cu.mtr (Per pole) for PSC Pole |
| 302 | Supply of AL Lugs suitable for 35sqmm cable/ conductor, crimping with cable and fixing/ connecting include supply and erection of PVC Tape as per voltage requirement. |
| 303 | Supply & erection of double compression flameproof type glanding for armoured cable 3.5/4C 16-35Sqmm including making hole in base plate and dressing of cable along with vermin proofing properly supply to be done as per TPCODL Spec and approved make dowells. |
| 304 | Dismantling of 09/11 Mtr Joist/WPB Pole-116x100mm |
| 305 | Dismantling /Removal of MS Channel from Double Pole Structure/ Pole |
| 306 | Dismantling of existing 11/0.4KV, 33/0.4KV, Three Phase Distribution Transformer 25KVA including removal of HT/LT leads, earth connections and unloading by crane if required. |
| 307 | Dismantling of ACSR/AAC 80/100mm2 from overhead line |
| 308 | Stringing Rabbit(bare/AAAC) conductor including jumpering.BA has to provide necessary tools, manpower for stringing & jumpering. BA will also supply aluminium binding wire of required size for teing the conductor with insulator. |
| 309 | 25KVA 3 Phase Distribution Transformer on existing structure as per TP Central Orissa Distribution Co. Ltd speification including loading, unloading, Testing of Transformer at site.Shifting/transportation from site/ tent upto 15KM. Scope of work includes jumpering/connection at HT and LT side & Earthing Connections. BA will provide necessary control cable ferruling, control cable schedule, connectors, lugs & cable gland at both end of terminations of control cable. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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