Tender For Stmc-For 16 Nos Of Roads For A Length Of 20.662 Km Under Ganjam-Ii R And B Division(Package 2)
Tender Value
1.71 Crore
Estimated cost
Bid Submission
22 Oct 2026
11 days left
EMD
1.71 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc-For 16 Nos Of Roads For A Length Of 20.662 Km Under Ganjam-Ii R And B Division(Package 2)
BOQ
| Sl. No. | Item Description |
| 1 | R.I. office Chhak to Barapalli village road from 0/0 to 0/600 Km. such as construction of RCC Drain, Wall and paver block Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201 of MORTH&H specifications for Road and Bridge works including cost of all labour, T&P etc. required for the work etc. complete as per direction of the Engineer-in-charge. |
| 2 | Earth work in excavation of foundation of structures with disposal upto 1000m as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. by Mechanical Means (Depth upto 3 m) [DB-2011,Page-52, Item no.3.6 & Page-60, Item no.3.13] |
| 3 | Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 4 | Cement concrete of proportion (1:3:6) in foundation and up to lowest bed level using hard black broken granite metal of size 4cm (1.1/2\\") and down graded of approved quality from approved quarry as per approved design including hoisting,lowering,laying,compacting concrete in layers not exceeding 6mm thick watering and curing for three weeks shuttering the exposed surface finished smooth providing grooves of beads where necessary including cost,conveyance,roaylities and taxes of all materials with labour and T&P required for the work,complete in all respects including dewatering if required. |
| 5 | RCC M-20 grade in Foundation of RCC drain with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 6 | RCC M-20 grade in Sub-structure of RCC drain with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 7 | RCC M-20 grade in Superstructure of RCC drain with formwork using 20 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 8 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 9 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 10 | 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 of all materials, labour with T&P etc. complete in all respect. |
| 11 | Cement Concrte of proportion (1:2:4) using 12mm (1/2\\") size crusher broken granite chips of approved quality and from approved quarry including hoisting,lowering and laying concrete,watering and curing for four weeks with cost,conveyance taxes and royalities of all materials with all labour and T&P etc. complete in all floors. |
| 12 | Sumandal Branch Road from 0/000 to 1/200 km such as construction of safety walls etc Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201 of MORTH&H specifications for Road and Bridge works including cost of all labour, T&P etc. required for the work etc. complete as per direction of the Engineer-in-charge. |
| 13 | Earth work in excavation of foundation of structures with disposal upto 1000m as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. by Mechanical Means (Depth upto 3 m) |
| 14 | Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 15 | P.C.C. M-15 Grade in foundation bed as levelling course using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 16 | P.C.C. M-20 Grade in foundation bed with out formwork of structure & CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 17 | P.C.C. M-20 Grade in Substructure of structure & CD work with formwork using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 18 | Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and as per Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete. |
| 19 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 20 | Back filling behind abutment wing walls & return wall using sand complete as per approved drawing & technical Specifications and as per Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 21 | Sabulia-Feeder Road from 0/000 to 2/00 km such as BUSG,PMC & SEAL COAT \\"Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201 of MORTH&H specifications for Road and Bridge works including cost of all labour, T&P etc. required for the work etc. complete as per direction of the Engineer-in-charge. |
| 22 | Providing and laying, scraping, cleaning the road surface applying tack coat using 3.0 Kg of Bitumen for 10 sqm and laying 75 mm thick Built Up Spray Grouting (BUSG) in two layers of 25 mm size hard granite metal and using 12.00 kg of 60/70 penetration grade of bitumen for 10 sqm in each layer with 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 including cost and conveyance of bitumen, metal and chips completed as per specification and direction of Engineer-in-Charge.(Vide A/R , page-151, item no.27) |
| 23 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 24 | Providing and laying 20mm thick premix carpet using 0.23Cum of 13.2mm to 5.6mm size crushed stone chipping & 12.70 Kg penetration grade of bitumen for 9.29 sqm including hire & running charges of PRR including cost and conveyance of chips and bitumen complete as per specification and direction as per Engineer in charge |
| 25 | Providing and laying 6mm thick precoated seal coat Type-B using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm.including hire and running charges of PRR, hot mix plant, tar boiler and all other T&P articles |
| 26 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 27 | Ramachandi road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm , removal of stumps of trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201 of MORTH&H specifications for Road and Bridge works including cost of all labour, T&P etc. required for the work etc. complete as per direction of the Engineer-in-charge. |
| 28 | Flank dressing to proper camber including cost of labour etc complete as per direction of Engineer-In-Charge. |
| 29 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT&H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 30 | Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 31 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 32 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 33 | Crack Filling : Filling bitumen and cement and jute fibre in expansion joints inclusive of cost of materials ,bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm depth. including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete. |
| 34 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 35 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 36 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 37 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 38 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 39 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 40 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 41 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 42 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 43 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 44 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 45 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 46 | 60cm equilateral triangle |
| 47 | 60cm circular |
| 48 | 80cm x 60cm rectangular |
| 49 | 60cm x 45cm rectangular |
| 50 | 90cm octagon |
| 51 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 52 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 53 | Road from lower Bus-Stand to Chatrapur Ganjam road (via old police line barrack street, Saraswati sisu bidya mandir and devi nagar)Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 54 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 55 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 56 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 57 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 58 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 59 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 60 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 61 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 62 | PCC M-15 Grade in foundationand substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 63 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 64 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 65 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 66 | Crack Filling : Filling bitumen and cement and jute fibre in expansion joints inclusive of cost of materials ,bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm depth. including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete. |
| 67 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 68 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 69 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 70 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 71 | 60cm equilateral triangle |
| 72 | 60cm circular |
| 73 | 80cm x 60cm rectangular |
| 74 | 60cm x 45cm rectangular |
| 75 | 90cm octagon |
| 76 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 77 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 78 | Road from Agram street via saibaba school, SBI Chakka, Sri Nagar, Line tank, Ekamra Nagar to NH Via Giltipeta ward no-10 &11 of chatrapur NAC.RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 79 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 80 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 81 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 82 | PCC M-15 Grade in foundationand substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 83 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 84 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 85 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 86 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67 60cm circular |
| 87 | Collage square to Devinagar via treasury, jaganatha temple, rikapalli chhka Road such as pothole repair, signage from 0/0 to 2/500 km.Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 88 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 89 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 90 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 91 | Painting two coats after filling the surface with synthetic enamel pain in all shades on new plastered concrete surfaces including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 92 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 93 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 94 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 95 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 96 | PCC M-15 Grade in foundationand substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 97 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 98 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 99 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 100 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 101 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 102 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 103 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 104 | 60cm equilateral triangle |
| 105 | 60cm circular |
| 106 | 80cm x 60cm rectangular |
| 107 | 60cm x 45cm rectangular |
| 108 | 90cm octagon |
| 109 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 110 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 111 | NH-5 at DRDA to PWD road at Upper Bus-stand to circuit house, vi collecttor (Res) and revenue colony from 0/0 to 1/500 kmCleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 112 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 113 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 114 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 115 | Painting two coats after filling the surface with synthetic enamel pain in all shades on new plastered concrete surfaces including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 116 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 117 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 118 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 119 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 120 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 121 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 122 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 123 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 124 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 125 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 126 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 127 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 128 | 60cm equilateral triangle |
| 129 | 60cm circular |
| 130 | 80cm x 60cm rectangular |
| 131 | 60cm x 45cm rectangular |
| 132 | 90cm octagon |
| 133 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 134 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 135 | Block colony road arabindha school to dist. Aggriculture office ward no-9 of chatrapur NAC Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 136 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 137 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 138 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 139 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 140 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 141 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 142 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 143 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 144 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 145 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 146 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 147 | Road from Govt's High school to santinagar (via Chatrapur-Ganjam road, Court station halt & pillibandha bank road) Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 148 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 149 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 150 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 151 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 152 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 153 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 154 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 155 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 156 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 157 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 158 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 159 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 160 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 161 | Flank dressing to proper camber including cost of labour etc complete as per direction of Engineer-In-Charge. |
| 162 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes as per MORT&H specification cluse no 3002 and as per direction of the Engineer-in-charge |
| 163 | Crack Filling : Filling bitumen and cement and jute fibre in expansion joints inclusive of cost of materials ,bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm depth. including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete. |
| 164 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 165 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 166 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 167 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 168 | 60cm equilateral triangle |
| 169 | 60cm circular |
| 170 | 60cm x 45cm rectangular |
| 171 | 90cm octagon |
| 172 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 173 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 174 | Road from Onslow institute to Chatrapur cort halt railway station & new police line via treasuary police office and Thakurani temple Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 175 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 176 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 177 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 178 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 179 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 180 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 181 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 182 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 183 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 184 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 185 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 186 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 187 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 188 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 189 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 190 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 191 | 60cm equilateral triangle |
| 192 | 60cm circular |
| 193 | 60cm x 45cm rectangular |
| 194 | 90cm octagon |
| 195 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 196 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 197 | Road from D.R.D.A junction to Chatrapur-Railwaay station (Via patnaik colony, Chatrapur Ganjam road Bisweswar Temple & Gautam Nagar).Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 198 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 199 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 200 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 201 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 202 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 203 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 204 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 205 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 206 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 207 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 208 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 209 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 210 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 211 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 212 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 213 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 214 | 60cm equilateral triangle |
| 215 | 60cm circular |
| 216 | 60cm x 45cm rectangular |
| 217 | 90cm octagon |
| 218 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 219 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 220 | Police station road Dist. Welfare office to Rama parida ghara and nalla of Ward no.-9 of Chatrapur NAC.Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 221 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 222 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 223 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 224 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 225 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 226 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 227 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 228 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 229 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 230 | Road from late Adinarayan house to tulu kaju factory via alikate bhandha ward no -14 chatrapur- baghala RD road of SH-26 via aalakata pond of chatrapur NAC.Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 231 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 232 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 233 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 234 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 235 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 236 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 237 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 238 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 239 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 240 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 241 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 242 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 243 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 244 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 245 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 60cm circular |
| 246 | Road from Ramalaxmi Nagar, (All) ward no-3of chatrapur NAC.Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 247 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 248 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 249 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 250 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 251 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 252 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 253 | Earth work in excavation for foundation of structures as per drawing and technical specifications, including setting out construction of shoring and bracing, removal of stumps and other deleterious materials dressing of sides and bottom and backfilling with approved materials all kinds of soil as per clause no.304 of MoRT&H specification and direction of the EIC |
| 254 | Sand filling in Road work & foundation of structure including cost, conveyance, royality of sand & cost of all labour etc complete as as per approved Drawing & Technical Specifications and Section - 2100 & Clause -304 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 255 | PCC M-15 Grade in foundation and substructure using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 256 | PCC M-20 Grade in foundation bed as levelling course using 40 to 10mm size crushed stone aggregates mixed by concrete mixer, laying with all leads and lifts & compacting as per approved Drawing & Technical Specifications and Section - 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 257 | Providing GSB Gr-VI materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density, as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 258 | 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. etc all complete including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge |
| 259 | Providing and fixing of 110 cm long ordinary Km. Stone for N.H., S.H., M.D.R. of pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth,cost & conveyance of all materials, labour etc complete and as per direction of Engineer-in-Charge. |
| 260 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 261 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 262 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 90cm equilateral triangle |
| 263 | 60cm equilateral triangle |
| 264 | 60cm circular |
| 265 | 60cm x 45cm rectangular |
| 266 | 90cm octagon |
| 267 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 mm x 35 mm 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 M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 268 | 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 Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 mm x 40 mm x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB,3.2 mm thickness and 4.5 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 including excavation, curring etc. complete under the supervision of Engineer-in-charge. |
| 269 | Road from Old post office sahi Dr. Sadhu charan mishra house to main road and nala of ward no-9 of chatrapur NAC of chatrapur NAC.Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and or compressed air to receive bitumenous etc complete including cost of all labour, T&P etc. complete as per direction of the Engineer-in-charge. |
| 270 | Providing Tack coat with bitumen emulsion (RS) on prepared bituminous surface, spreading @ 0.20kg / sqm using mechanical means as per Technical Specifications and Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 271 | Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 272 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 273 | Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 274 | RCC M-20 grade in drain slab using 20 to 10mm size crushed stone aggregates mixed by Concrete mixer, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 275 | Supplying cutting, bending, binding & straightening coiled or bent up HYSD Bar of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL (grade Fe-500D) etc. including bending, binding, welding and jointing if necessary , hoisting, lowering, laying including cost, conveyances of HYSD Bar and binding wires of 18 to 20 gauge and labour required for the work for bending, binding with labour cess etc. (payment will be made on standard weight of B.I.S. for HYSD Bar only) etc. complete as per OPWD specification & direction of Engineer-in-charge |
| 276 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 277 | Providing and fixing of bi-directional retro reflective raised pavement markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including cost of all materials, labour, transportation, taxes, duties, sundries, T&P etc. complete. |
| 278 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. 60cm circular Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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