Tender For Stmc Work For 15 Nos. Of Roads For An Aggregated Length Of 18.715 Km Under Bbsr R And B Division-Iv Package-Iii
Tender Value
1.76 Crore
Estimated cost
Bid Submission
19 Sep 2026
4 days left
EMD
1.76 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
Khordha → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc Work For 15 Nos. Of Roads For An Aggregated Length Of 18.715 Km Under Bbsr R And B Division-Iv Package-Iii
BOQ
| Sl. No. | Item Description |
| 1 | ROAD MAINTENANCE WORK PART-AClearing and grubbing of road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000 metres, including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete in all respects as per Clause 201 of MoRT&H Specifications for Road & Bridge Works (5th Revision) and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 61.00J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 22.50L) Road ID:D04-R45A- Qunatity = 19.40M) Road ID:D04-R08- Qunatity = 56.53N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =159.43 Square Meters |
| 2 | Flank dressing to proper camber with all leads and lifts, including dressing and levelling the bed and depositing the excavated earth at places away from the work site, including dewatering if required, cost of all labour, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 126.00 B) Road ID:D04-R16A- Qunatity = 1890.00 C) Road ID:D04-R38A - Qunatity = 66.00 D) Road ID:D04-R19- Qunatity = 196.80E) Road ID:D04-R52- Qunatity = 720.0F) Road ID:D04-R04- Qunatity = 652.50G) Road ID:D04-R42- Qunatity = 36.60H) Road ID:D04-R07- Qunatity = 272.70I) Road ID:D04-R24A- Qunatity = 305.0J) Road ID:D04-R23A- Qunatity = 77.10K) Road ID:D04-R44A- Qunatity = 112.50L) Road ID:D04-R45A- Qunatity = 19.40M) Road ID:D04-R08- Qunatity = 592.00N) Road ID:D04-R46A- Qunatity = 96.0O) Road ID:D04-R22A- Qunatity = 75.90Total Quanity =5238.50 Square Meters |
| 3 | Providing and applying tack coat with bitumen emulsion @ 0.20 kg of bitumen per sqm on the prepared bituminous/granular surface, including scraping and cleaning the road surface with mechanical broom, spraying and uniform application of bitumen emulsion, including hire and running charges of all machinery, cost, conveyance, royalty and taxes of all materials, labour, T&P and all incidental charges, complete as per Clause 503 of MoRT&H Specifications for Road & Bridge Works (5th Revision), Technical Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 589.05 B) Road ID:D04-R16A- Qunatity =2570.40 C) Road ID:D04-R38A - Qunatity = 2302.14 D) Road ID:D04-R19- Qunatity = 235.62E) Road ID:D04-R52- Qunatity = 2570.40F) Road ID:D04-R04- Qunatity = 2329.43G) Road ID:D04-R42- Qunatity = 95.82H) Road ID:D04-R07- Qunatity = 764.92I) Road ID:D04-R24A- Qunatity = 748.07J) Road ID:D04-R23A- Qunatity = 137.62K) Road ID:D04-R44A- Qunatity = 133.11L) Road ID:D04-R45A- Qunatity = 158.78M) Road ID:D04-R08- Qunatity = 1165.17N) Road ID:D04-R46A- Qunatity = 171.36O) Road ID:D04-R22A- Qunatity = 99.35Total Quanity =14071.24 Square Meters |
| 4 | Providing and laying B.U.S.G. 75 mm thick in two layers using tack coat @ 3.0 kg/10 sqm, 25 mm to 40 mm size B.H.G.C.B. metal @ 0.45 Cum and 12.0 kg of 80/100 penetration grade bitumen in one layer with 0.12 Cum of 12 mm size B.H.G.C.B. chips as key stone per 10 sqm, including cleaning of road surface, heating, pouring and spreading of bitumen and materials, laying and spreading, rolling with PRR including hire and running charges of PRR, cost, conveyance and royalty of all materials, T&P, labour charges and all incidental charges, complete as per Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 154.00 B) Road ID:D04-R16A- Qunatity = 1912.50 C) Road ID:D04-R38A - Qunatity = 564.25 D) Road ID:D04-R19- Qunatity = 83.44E) Road ID:D04-R52- Qunatity = 840.0F) Road ID:D04-R04- Qunatity = 761.25G) Road ID:D04-R42- Qunatity = 35.0H) Road ID:D04-R07- Qunatity = 199.98I) Road ID:D04-R24A- Qunatity = 140.45J) Road ID:D04-R23A- Qunatity = 44.98K) Road ID:D04-R44A- Qunatity = 32.95L) Road ID:D04-R45A- Qunatity = 51.89M) Road ID:D04-R08- Qunatity = 351.92N) Road ID:D04-R46A- Qunatity = 33.60O) Road ID:D04-R22A- Qunatity = 44.28Total Quanity =5250.49 Square Meters |
| 5 | Providing and laying Bituminous Concrete (BC) Grade 2 using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent by weight of total mix and approved mineral filler, conforming to the requirements of MoRTH Specifications for Road and Bridge Works, Clause 509 and the approved Job Mix Formula (JMF); transporting the hot mix to the work site, laying with a hydrostatic paver finisher fitted with sensor control to the required grade, level, camber and alignment, and compacting with smooth-wheeled, vibratory and tandem rollers to achieve the specified density and compaction. The item shall include the cost of all materials, aggregates, bituminous binder, filler, labour, transportation, loading and unloading, T&P, taxes, royalty, fuel, hire and running charges of all plant and machinery, including paver finisher, rollers, hot-mix plant and other equipment, necessary for completion of the work, complete in all respects as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 17.672 B) Road ID:D04-R16A- Qunatity = 175.568 C) Road ID:D04-R38A - Qunatity = 69.064 D) Road ID:D04-R19- Qunatity = 7.069E) Road ID:D04-R52- Qunatity = 48.195F) Road ID:D04-R04- Qunatity = 69.883G) Road ID:D04-R42- Qunatity = 2.71H) Road ID:D04-R07- Qunatity = 22.948I) Road ID:D04-R24A- Qunatity = 8.684J) Road ID:D04-R23A- Qunatity = 4.129K) Road ID:D04-R44A- Qunatity = 1.897L) Road ID:D04-R45A- Qunatity = 3.176M) Road ID:D04-R08- Qunatity = 34.955N) Road ID:D04-R46A- Qunatity = 3.77O) Road ID:D04-R22A- Qunatity = 2.827Total Quanity =472.547 Cubic Meters |
| 6 | 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 including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 12.653J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 4.992L) Road ID:D04-R45A- Qunatity = 7.939M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =25.584 Cubic Meters |
| 7 | Painting one coat with synthetic enamel paint of approved make and shade on any elevation of road kerbs, parapets and guard posts, including preparation of the surface, cleaning, removal of dirt, dust and loose material, application of paint uniformly to the required finish, and including the cost of all paints, materials, labour, tools and equipment, scaffolding/ladders wherever required to complete in all respects as per the Technical Specifications and Clause 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 126.00 B) Road ID:D04-R16A- Qunatity = 630.00 C) Road ID:D04-R38A - Qunatity = 90.0 D) Road ID:D04-R19- Qunatity = 18.0E) Road ID:D04-R52- Qunatity = 180.0F) Road ID:D04-R04- Qunatity = 378.0G) Road ID:D04-R42- Qunatity = 21.96H) Road ID:D04-R07- Qunatity = 54.0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 45.54K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 54.0O) Road ID:D04-R22A- Qunatity = 45.54Total Quanity 1643.04 Square Meters |
| 8 | Cleaning rubbish,sludge,weeds cum liquid earth mud etc. from RCC box drain covered nikasi etc. by mathor labour after removing concrete slab/manhole cover etc, without damaging the same & refixing the same properly after cleanig as necessary & removing the sludge etc by using iron pans,buckets including all labours,tools & plants including expulation of impur inflamable/asphyxiating gases from the drain etc & removing the spoila in dry condition & disposing the same by truck beyond the ares of municipality corporation/municipality/NAC/Industrial town ship authority etc. for uch disposal including the cost of loading,unloading,transportation & making arrangement of necessary land for disposal,spreading & levelling as necessart etc. & cleanig the road sides in all respects, complete as per direction of Engineer-in-charge(Land for disposal to be arranged by the contractor)(payment will be made on the basis of actual stack measurement of spoils in dray condition at road side(As per practical field observations). ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 63.00 C) Road ID:D04-R38A - Qunatity = 26.70 D) Road ID:D04-R19- Qunatity = 3.28E) Road ID:D04-R52- Qunatity = 24.0F) Road ID:D04-R04- Qunatity = 21.75G) Road ID:D04-R42- Qunatity = 1.22H) Road ID:D04-R07- Qunatity = 9.09I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 3.20O) Road ID:D04-R22A- Qunatity = 0Total Quanity =152.24 RM |
| 9 | Providing and laying R.C.C. M-20 grade concrete in drain cover slab using 20 mm to 10 mm downgraded hard black granite crusher-broken aggregates, including centering and shuttering, mixing, laying, compacting, curing, finishing, machinery, materials, labour, T&P, conveyance, royalty, taxes and all incidental charges, complete as per approved drawing, Technical Specifications, relevant Clauses of Sections 1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 12.00 C) Road ID:D04-R38A - Qunatity = 11.64 D) Road ID:D04-R19- Qunatity = 0.24E) Road ID:D04-R52- Qunatity = 5.76F) Road ID:D04-R04- Qunatity = 5.22G) Road ID:D04-R42- Qunatity = 0.15H) Road ID:D04-R07- Qunatity = 2.16I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0.48O) Road ID:D04-R22A- Qunatity = 0Total Quanity =37.65 Cubic Meters |
| 10 | Providing and laying R.C.C. M-25 grade concrete in drain cover slab using 20 mm to 10 mm downgraded hard black granite crusher-broken aggregates, including centering and shuttering, mixing, laying, compacting, curing, finishing, machinery, materials, labour, T&P, conveyance, royalty, taxes and all incidental charges, complete as per approved drawing, Technical Specifications, relevant Clauses of Sections 1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity =0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0.66J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 1.21N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =1.87 Cubic Meters |
| 11 | Supplying, fitting and placing uncoated HYSD steel reinforcement bars of grade Fe-415/Fe-500/Fe-550 (SAIL or any other approved make) of approved manufacturer, as per approved Drawing and Technical Specifications and Sections 1600 & 1900 of MoRT&H Specifications for Road & Bridge Works (5th Revision), including cutting, bending, placing and fixing in position with 18 to 20 gauge binding wire, including cost, conveyance and taxes of all materials, binding wire, labour, T&P and all incidental charges, complete in all respects as per Drawing and Technical Specifications and as directed by the Engineer-in-Charge. The weight of reinforcement shall be calculated on the basis of IS 1732. Wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other methods of binding and placing shall not be considered for payment. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 8.40 C) Road ID:D04-R38A - Qunatity = 4.07 D) Road ID:D04-R19- Qunatity = 0.08E) Road ID:D04-R52- Qunatity = 4.03F) Road ID:D04-R04- Qunatity = 3.65G) Road ID:D04-R42- Qunatity = 0.10H) Road ID:D04-R07- Qunatity = 0.76I) Road ID:D04-R24A- Qunatity = 0.461J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0.847N) Road ID:D04-R46A- Qunatity = 0.27O) Road ID:D04-R22A- Qunatity = 0Total Quanity =22.668 Quintal |
| 12 | White washing Two coat with approved good shell lime over the Tree , parapet, prepared wall, bridge railling, etc. including cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 150.00 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 180.0F) Road ID:D04-R04- Qunatity = 163.13G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 7.44J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 107.16N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =607.73 Square Meters |
| 13 | Excavation for road work in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location within all lifts and leads up to 1000 m lead, including cost of all labour, machinery, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 4.20 B) Road ID:D04-R16A- Qunatity = 6.0 C) Road ID:D04-R38A - Qunatity = 14.0 D) Road ID:D04-R19- Qunatity = 2.40E) Road ID:D04-R52- Qunatity = 3.00F) Road ID:D04-R04- Qunatity = 1.20G) Road ID:D04-R42- Qunatity = 0.60H) Road ID:D04-R07- Qunatity = 1.20I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0.60K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0.92O) Road ID:D04-R22A- Qunatity = 0.60Total Quanity =34.72 Cubic Meters |
| 14 | Sand filling in road work and foundation of structures, including cost, conveyance and royalty of sand and cost of all labour, T&P, and machinery charges, complete as per approved Drawing and Technical Specifications and Section-2100 & Clause-304 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 1.40 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity =0.70 D) Road ID:D04-R19- Qunatity = 0.80E) Road ID:D04-R52- Qunatity = 1.0F) Road ID:D04-R04- Qunatity = 0.40G) Road ID:D04-R42- Qunatity = 0.20H) Road ID:D04-R07- Qunatity = 0.40I) Road ID:D04-R24A- Qunatity = 0.72J) Road ID:D04-R23A- Qunatity = 0.20K) Road ID:D04-R44A- Qunatity = 2.11L) Road ID:D04-R45A- Qunatity = 2.33M) Road ID:D04-R08- Qunatity = 1.90N) Road ID:D04-R46A- Qunatity = 0.31O) Road ID:D04-R22A- Qunatity = 0.20Total Quanity =14.67 Cubic Meters |
| 15 | Providing and laying cement concrete of proportion 1:3:6 in foundation and floors using 40 mm size hard black crusher-broken granite stone metal of approved quality from approved quarry, free from skin, including hoisting, lowering and laying, compacting concrete in layers not exceeding 15 cm thick to required level, ramming, watering and curing, including dewatering if required, cost, conveyance, royalty and taxes of all materials, labour, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.80 B) Road ID:D04-R16A- Qunatity = 75.0 C) Road ID:D04-R38A - Qunatity = 50.97 D) Road ID:D04-R19- Qunatity = 0.80E) Road ID:D04-R52- Qunatity = 9.74F) Road ID:D04-R04- Qunatity = 6.00G) Road ID:D04-R42- Qunatity = 0.29H) Road ID:D04-R07- Qunatity = 1.82I) Road ID:D04-R24A- Qunatity = 10.80J) Road ID:D04-R23A- Qunatity = 1.84K) Road ID:D04-R44A- Qunatity = 3.16L) Road ID:D04-R45A- Qunatity = 3.49M) Road ID:D04-R08- Qunatity = 2.85N) Road ID:D04-R46A- Qunatity = 0.77O) Road ID:D04-R22A- Qunatity = 3.06Total Quanity =173.39 Cubic Meters |
| 16 | Providing and laying cement concrete of proportion 1:2:4 using 12 mm size hard black crusher-broken granite stone chips of approved quality from approved quarry, including hoisting, lowering and laying concrete in layers not exceeding 22 cm thick to required level, ramming, watering and curing, centering and shuttering, including dewatering if required, cost, conveyance, royalty and taxes of all materials, labour, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.80 B) Road ID:D04-R16A- Qunatity = 75.0 C) Road ID:D04-R38A - Qunatity = 51.14 D) Road ID:D04-R19- Qunatity = 0.80E) Road ID:D04-R52- Qunatity = 9.74F) Road ID:D04-R04- Qunatity = 6.00G) Road ID:D04-R42- Qunatity = 0.29H) Road ID:D04-R07- Qunatity = 2.18I) Road ID:D04-R24A- Qunatity = 7.20J) Road ID:D04-R23A- Qunatity = 1.84K) Road ID:D04-R44A- Qunatity = 2.11L) Road ID:D04-R45A- Qunatity = 2.33M) Road ID:D04-R08- Qunatity = 1.90N) Road ID:D04-R46A- Qunatity = 0.77O) Road ID:D04-R22A- Qunatity = 3.06Total Quanity =167.16 Cubic Meters |
| 17 | Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required as per approved Drawing & Technical Specifications and as per Clause - 407 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity =9.0B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =9.0 Cubic Meters |
| 18 | Construction of Granular Sub-Base by providing Grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by in-place method using rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, including cost of materials, transportation, labour, machinery, equipment, watering and all incidental charges, complete as per Clause 401 of MoRT&H Specifications for Road & Bridge Works (5th Revision) and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 45.75 C) Road ID:D04-R38A - Qunatity = 39.30 D) Road ID:D04-R19- Qunatity = 3.60E) Road ID:D04-R52- Qunatity = 7.50F) Road ID:D04-R04- Qunatity = 8.50G) Road ID:D04-R42- Qunatity = 0.60H) Road ID:D04-R07- Qunatity = 5.86I) Road ID:D04-R24A- Qunatity = 2.23J) Road ID:D04-R23A- Qunatity = 0.75K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0.30O) Road ID:D04-R22A- Qunatity = 0.75Total Quanity =115.14 Cubic Meters |
| 19 | Providing & laying of 80 cm thick cement concrete interlocking paver block of M-30 grade of approved make, veriety, colour & size made by block making machine with strong vibratory compaction of approved design and shape laid in required colour paitern over a prepared bed, filling the joints with sand 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 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 305.0 C) Road ID:D04-R38A - Qunatity = 262 D) Road ID:D04-R19- Qunatity = 24.00E) Road ID:D04-R52- Qunatity = 50.0F) Road ID:D04-R04- Qunatity = 56.65G) Road ID:D04-R42- Qunatity = 4.0H) Road ID:D04-R07- Qunatity = 39.04I) Road ID:D04-R24A- Qunatity = 14.88J) Road ID:D04-R23A- Qunatity = 5.0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 1.24N) Road ID:D04-R46A- Qunatity = 2.0O) Road ID:D04-R22A- Qunatity = 3.0Total Quanity =766.81 Square Meters |
| 20 | Providing, fitting and fixing of Ultra Designer Grand Master/ Polka model concrete tile (400mm x 400mm) size of approved design & make fixed on 20mm thick C.M (1:4) bed, jointed with neat cement slurry mixed with pigment to match the shade of tiles including including cost, conveyance of stone cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in chargeROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 28.80 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =28.80 Square Meters |
| 21 | Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.). ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 147.0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 298.55F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =445.55 Square Meters |
| 22 | Providing and fixing of RCC M-15 grade Ordinary km stone of standard design as per IRC:8-1980 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 1.0 B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 1.0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 4.0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 2.0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 2.0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =10 Each |
| 23 | Supplying and fixing 15cm dia 1.0m long guard post of RCC M15 using 7.5 kg of steel for each guard post with 12mm size aggregate, including cost of all reinforcement and materials centring and shuttering and watering, carrying complete.ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0 B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 3.0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =3 Numbers |
| 24 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 10.0 B) Road ID:D04-R16A- Qunatity = 0 C) Road ID:D04-R38A - Qunatity = 0 D) Road ID:D04-R19- Qunatity = 5.0E) Road ID:D04-R52- Qunatity = 0F) Road ID:D04-R04- Qunatity = 0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =15 RM |
| 25 | Providing and laying hot-applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area for road marking. The thickness of 2.5 mm shall be exclusive of surface-applied glass beads as per IRC:35. The finished surface shall be level, uniform and free from streaks, holes etc., including cost of all materials, labour, machinery, T&P and all incidental charges, complete in all respects as per Clause 803 of MoRT&H Specifications for Road & Bridge Works (5th Revision) and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity =5.51 B) Road ID:D04-R16A- Qunatity = 347.29 C) Road ID:D04-R38A - Qunatity = 147.18 D) Road ID:D04-R19- Qunatity = 18.08E) Road ID:D04-R52- Qunatity = 132.30F) Road ID:D04-R04- Qunatity = 119.90G) Road ID:D04-R42- Qunatity = 6.73H) Road ID:D04-R07- Qunatity = 50.11I) Road ID:D04-R24A- Qunatity = 22.51J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 8.27L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 18.75N) Road ID:D04-R46A- Qunatity = 50.11O) Road ID:D04-R22A- Qunatity = 0Total Quanity =926.74 Square Meters |
| 26 | Providing and fixing Raised Pavement Markers (RPM) of approved quality and standard design, including preparation and cleaning of surface, fixing with suitable adhesive/epoxy, alignment and all materials, labour, T&P, machinery, transportation and incidental charges, complete as per relevant provisions of MoRT&H Specifications for Road & Bridge Works (5th Revision), approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 27.0 B) Road ID:D04-R16A- Qunatity = 1890.0 C) Road ID:D04-R38A - Qunatity = 801.00 D) Road ID:D04-R19- Qunatity = 98.00E) Road ID:D04-R52- Qunatity = 720.0F) Road ID:D04-R04- Qunatity = 653.0G) Road ID:D04-R42- Qunatity = 37.0H) Road ID:D04-R07- Qunatity = 273.0I) Road ID:D04-R24A- Qunatity = 50.00J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 20.0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 8.0N) Road ID:D04-R46A- Qunatity = 273.0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =4850 Nos |
| 27 | Providing and fixing retro-reflectorised cautionary, mandatory and informatory signs as per IRC:67, made of high-intensity grade aluminium sheeting 1.5 mm thick, supported on MS circular pipe 65 NB, firmly fixed to the ground by means of PCC M-25 grade foundation of size 45 cm × 45 cm × 60 cm, 60 cm below ground level, including cost of all materials, excavation, concrete, supports, fixing accessories, labour, T&P, machinery and all incidental charges, complete as per approved Drawing and Clause 801 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge.90cm equilateral triangle retro-reflectorised sign board as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 2.0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 4.00J) Road ID:D04-R23A- Qunatity = 2.0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 6.00N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 2.0Total Quanity =28 Each |
| 28 | Providing and fixing 60cm equilateral triangle retro-reflectorised sign board as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 2.0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 2.0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 2.0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 2.0Total Quanity =20 Each |
| 29 | Providing and fixing 60cm circular retro-reflectorised sign board as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 2.0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 2.0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 2.0J) Road ID:D04-R23A- Qunatity = 2.0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 2.0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 2.0Total Quanity =24 Each |
| 30 | Providing and fixing 80cm x 60cm rectangular retro-reflectorised sign board as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 2.0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 2.0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =16 Each |
| 31 | Providing and fixing 60cm x 45cm rectangular retro-reflectorised sign board as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity =2.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 2.0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 1.0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 4.0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 2.00N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =21 Each |
| 32 | Providing and fixing 90 cm octagonal retro-reflectorised sign board as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity =0.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 2.0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =12 Each |
| 33 | Providing and fixing Retro-reflectorised Hazard Sign of size 90 cm × 30 cm as per IRC:67 ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.0 B) Road ID:D04-R16A- Qunatity = 2.0 C) Road ID:D04-R38A - Qunatity = 2.0 D) Road ID:D04-R19- Qunatity = 2.0E) Road ID:D04-R52- Qunatity = 2.0F) Road ID:D04-R04- Qunatity = 2.0G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 2.0I) Road ID:D04-R24A- Qunatity = 1.0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =15 Each |
| 34 | Providing and fixing of direction and place identification signs, size up to 0.90 sqm, retro-reflectorised, as per IRC:67, made of high-intensity grade aluminium sheeting 1.5 mm thick, supported on MS circular pipe 65 NB, firmly fixed to the ground by means of PCC M-25 grade foundation of size 45 cm × 45 cm × 60 cm, 60 cm below ground level, including cost of all materials, supports, fixing accessories, labour, T&P, machinery, excavation, concreting, backfilling and all incidental charges, complete as per approved Drawing and Clause 801 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 0.84 B) Road ID:D04-R16A- Qunatity = 0.84C) Road ID:D04-R38A - Qunatity = 0.84D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 0.84F) Road ID:D04-R04- Qunatity = 0.84G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 0J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =4.20 Square Meters |
| 35 | Providing and fixing of direction and place identification signs, above 0.90 sqm, retro-reflectorised, as per IRC:67, made of high-intensity grade aluminium sheeting 1.5 mm thick, supported on MS circular pipe 65 NB, firmly fixed to the ground by means of PCC M-25 grade foundation of size 45 cm × 45 cm × 60 cm, 60 cm below ground level, including cost of all materials, supports, fixing accessories, labour, T&P, machinery, excavation, concreting, backfilling and all incidental charges, complete as per approved Drawing and Clause 801 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS A) Road ID:D04-R60- Qunatity = 2.16 B) Road ID:D04-R16A- Qunatity = 2.16 C) Road ID:D04-R38A - Qunatity = 2.16 D) Road ID:D04-R19- Qunatity = 0E) Road ID:D04-R52- Qunatity = 2.16F) Road ID:D04-R04- Qunatity = 2.16G) Road ID:D04-R42- Qunatity = 0H) Road ID:D04-R07- Qunatity = 0I) Road ID:D04-R24A- Qunatity = 2.16J) Road ID:D04-R23A- Qunatity = 0K) Road ID:D04-R44A- Qunatity = 0L) Road ID:D04-R45A- Qunatity = 0M) Road ID:D04-R08- Qunatity = 0N) Road ID:D04-R46A- Qunatity = 0O) Road ID:D04-R22A- Qunatity = 0Total Quanity =12.96 Square Meters Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 19, 2026
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