Tender For Stmc Work For 27 Nos. Of Roads For An Aggregated Length Of 24.595 Km Under Bbsr (R And B) Division-I, (Package-Ii)
Tender Value
2.57 Crore
Estimated cost
Bid Submission
29 Sep 2026
6 days left
EMD
2.57 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 27 Nos. Of Roads For An Aggregated Length Of 24.595 Km Under Bbsr (R And B) Division-I, (Package-Ii)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Sep-2026 | 3rd CORRIGENDUM | Date | 24-Sep-2026 |
| 2 | 20-Sep-2026 | 4th Corrigendum | Date | 29-Sep-2026 |
| 3 | 17-Sep-2026 | 3rd CORRIGENDUM | Date | 24-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 -QTY UNIT1) D01-R08A-296.4 sqm2) D01-R15A-882 sqm3) D01-R26.A-826.8 sqm4) D01-R29.A-1468.8 sqm5) D01-R34A.A-205.8 sqm6) D01-R34B.A-104.4 sqm7) D01-R34C.A-102 sqm8) D01-R34D.A-41.4 sqm9) D01-R34E.A-58.8 sqm10) D01-R34F.A-57 sqm11) D01-R34G.A-99 sqm12) D01-R34H.A-193.8 sqm13) D01-R34I.A-99 sqm14) D01-R35A.A-208.8 sqm15) D01-R35B.A-148.8 sqm16) D01-R35C.A-148.8 sqm17) D01-R35D.A-91.2 sqm18) D01-R35E.A-93 sqm19) D01-R36A.A-283.2 sqm20) D01-R36B.A-75.6 sqm21) D01-R36C.A-59.4 sqm22) D01-R36D.A-102 sqm23) D01-R36E.A-102 sqm24) D01-R36F.A-121.2 sqm25) D01-37AA-7807 sqm26) D01-37BA-4110 sqm27) D01-R37C.A-534.6 sqm Total-18320.8 sqm |
| 2 | 2) 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 -QTY UNIT2) D01-R08A-76.5 sqm3) D01-R15A-618.5 sqm4) D01-R26.A-1475.84 sqm5) D01-R29.A-5243.62 sqm6) D01-R34A.A-196.8 sqm7) D01-R34B.A-99.83 sqm8) D01-R34C.A-97.54 sqm9) D01-R34D.A-39.59 sqm10) D01-R34E.A-56.23 sqm11) D01-R34F.A-54.51 sqm12) D01-R34G.A-94.67 sqm13) D01-R34H.A-185.32 sqm14) D01-R34I.A-94.67 sqm15) D01-R35A.A-199.67 sqm16) D01-R35B.A-142.29 sqm17) D01-R35C.A-142.29 sqm18) D01-R35D.A-127.91 sqm19) D01-R35E.A-130.43 sqm20) D01-R36A.A-397.19 sqm21) D01-R36B.A-72.29 sqm22) D01-R36C.A-56.8 sqm23) D01-R36D.A-97.54 sqm24) D01-R36E.A-97.54 sqm25) D01-R36F.A-115.9 sqm26) D01-37AA-8361.3 sqm27) D01-37BA-5764.28 sqm28) D01-R37C.A-749.78 sqm) Total-24788.83 |
| 3 | 3) 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 -QTY UNIT1) D01-R08A-25 sqm2) D01-R15A-202.13 sqm3) D01-R26.A-482.3 sqm4) D01-R29.A-1713.6 sqm5) D01-R34A.A-64.31 sqm6) D01-R34B.A-32.63 sqm7) D01-R34C.A-31.88 sqm8) D01-R34D.A-12.94 sqm9) D01-R34E.A-18.38 sqm10) D01-R34F.A-17.81 sqm11) D01-R34G.A-30.94 sqm12) D01-R34H.A-60.56 sqm13) D01-R34I.A-30.94 sqm14) D01-R35A.A-65.25 sqm15) D01-R35B.A-46.5 sqm16) D01-R35C.A-46.5 sqm17) D01-R35D.A-41.8 sqm18) D01-R35E.A-42.63 sqm19) D01-R36A.A-129.8 sqm20) D01-R36B.A-23.63 sqm21) D01-R36C.A-18.56 sqm22) D01-R36D.A-31.88 sqm23) D01-R36E.A-31.88 sqm24) D01-R36F.A-37.88 sqm25) D01-37AA-2732.45 sqm26) D01-37BA-1883.75 sqm27) D01-R37C.A-245.03 sqm) Total-8100.96 sqm |
| 4 | 4) 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 andRoad 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 -QTY UNIT1) D01-R08A-1.989 cum2) D01-R15A-18.555 cum3) D01-R26.A-44.275 cum4) D01-R29.A-157.3085 cum5) D01-R34A.A-5.904 cum6) D01-R34B.A-2.995 cum7) D01-R34C.A-2.926 cum8) D01-R34D.A-1.188 cum9) D01-R34E.A-1.687 cum10) D01-R34F.A-1.635 cum11) D01-R34G.A-2.84 cum12) D01-R34H.A-5.56 cum13) D01-R34I.A-2.84 cum14) D01-R35A.A-5.99 cum15) D01-R35B.A-4.269 cum16) D01-R35C.A-4.269 cum17) D01-R35D.A-3.837 cum18) D01-R35E.A-3.913 cum19) D01-R36A.A-11.916 cum20) D01-R36B.A-2.169 cum21) D01-R36C.A-1.704 cum22) D01-R36D.A-2.926 cum23) D01-R36E.A-2.926 cum24) D01-R36F.A-3.477 cum25) D01-37AA-250.839 cum26) D01-37BA-172.928 cum27) D01-R37C.A-22.493 cum Total-743.359 cum |
| 5 | 5) 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 -QTY UNIT1) D01-R08A-88.92 sqm2) D01-R15A-132.3 sqm3) D01-R26.A-248.04 sqm4) D01-R29.A-440.64 sqm5) D01-R34A.A-41.16 sqm6) D01-R34B.A-20.88 sqm7) D01-R34C.A-20.4 sqm8) D01-R34D.A-8.28 sqm9) D01-R34E.A-11.76 sqm10) D01-R34F.A-11.40 sqm11) D01-R34G.A-19.80sqm12) D01-R34H.A-38.76 sqm13) D01-R34I.A-19.8 sqm14) D01-R35A.A-41.76 sqm15) D01-R35B.A-29.76 sqm16) D01-R35C.A-29.76 sqm17) D01-R35D.A-27.36 sqm18) D01-R35E.A-27.9 sqm19) D01-R36A.A-84.96 sqm20) D01-R36B.A-15.12 sqm21) D01-R36C.A-11.88 sqm22) D01-R36D.A-20.4 sqm23) D01-R36E.A-20.4 sqm24) D01-R36F.A-24.24 sqm25) D01-37AA-1405.26 sqm26) D01-37BA-1233 sqm27) D01-R37C.A-160.38 sqm) Total-4234.32 sqm |
| 6 | 6) 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 -QTY UNIT1) D01-R08A-4.94 RM2) D01-R15A-7.35 RM3) D01-R26.A-13.78 RM4) D01-R29.A-48.96 RM5) D01-R34A.A-3.43 RM6) D01-R34B.A-1.74 RM7) D01-R34C.A-1.7 RM8) D01-R34D.A-0.69 RM9) D01-R34E.A-0.98 RM10) D01-R34F.A-0.95 RM11) D01-R34G.A-1.65 RM12) D01-R34H.A-3.23 RM13) D01-R34I.A-1.65 RM14) D01-R35A.A-3.48 RM15) D01-R35B.A-2.48 RM16) D01-R35C.A-2.48 RM17) D01-R35D.A-1.52 RM18) D01-R35E.A-1.55 RM19) D01-R36A.A-4.72 RM20) D01-R36B.A-1.26 RM21) D01-R36C.A-0.99 RM22) D01-R36D.A-1.7 RM23) D01-R36E.A-1.7 RM24) D01-R36F.A-2.02 RM25) D01-37AA-78.07 RM26) D01-37BA-68.5 RM27) D01-R37C.A-8.91 RM) Total-270.43 RM |
| 7 | 7) Providing and laying R.C.C. M-25 grade concrete in drain Wall and 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 -QTY UNIT1) D01-R08A-1.11 cum2) D01-R15A-1.65 cum3) D01-R26.A-10.54 cum4) D01-R29.A-18.36 cum5) D01-R34A.A-1.7 cum6) D01-R34B.A-0.86 cum7) D01-R34C.A-0.84 cum8) D01-R34D.A-0.34 cum9) D01-R34E.A-0.49 cum10) D01-R34F.A-0.47 cum11) D01-R34G.A-0.82 cum12) D01-R34H.A-1.6 cum13) D01-R34I.A-0.82 cum14) D01-R35A.A-5.79 cum15) D01-R35B.A-0.56 cum16) D01-R35C.A-0.56 cum17) D01-R35D.A-1.09 cum18) D01-R35E.A-1.19 cum19) D01-R36A.A-3.61 cum20) D01-R36B.A-0.62 cum21) D01-R36C.A-0.49 cum22) D01-R36D.A-0.84 cum23) D01-R36E.A-0.84 cum24) D01-R36F.A-1 cum25) D01-37AA-35.13 cum26) D01-37BA-15.41 cum27) D01-R37C.A-6.82 cum) Total-113.55 cum |
| 8 | 8) 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 -QTY UNIT1) D01-R08A-0.78 qtl2) D01-R15A-1.16 qtl3) D01-R26.A-7.38 qtl4) D01-R29.A-12.85 qtl5) D01-R34A.A-1.19 qtl6) D01-R34B.A-0.6 qtl7) D01-R34C.A-0.59 qtl8) D01-R34D.A-0.24 qtl9) D01-R34E.A-0.34 qtl10) D01-R34F.A-0.33 qtl11) D01-R34G.A-0.57 qtl12) D01-R34H.A-1.12 qtl13) D01-R34I.A-0.57 qtl14) D01-R35A.A-4.06 qtl15) D01-R35B.A-0.39 qtl16) D01-R35C.A-0.39 qtl17) D01-R35D.A-1.05 qtl18) D01-R35E.A-0.83 qtl19) D01-R36A.A-2.53 qtl20) D01-R36B.A-0.44 qtl21) D01-R36C.A-0.34 qtl22) D01-R36D.A-0.59 qtl23) D01-R36E.A-0.59 qtl24) D01-R36F.A-0.7 qtl25) D01-37AA-24.59 qtl26) D01-37BA-10.79 qtl27) D01-R37C.A-4.77 qtl) Total-79.78 qtl |
| 9 | 9) 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 -QTY UNIT1) D01-R08A-2.22 cum2) D01-R15A-3.31 cum3) D01-R26.A-6.2 cum4) D01-R29.A-22.03 cum5) D01-R34A.A-3.09 cum6) D01-R34B.A-0.78 cum7) D01-R34C.A-0.77 cum8) D01-R34D.A-0.31 cum9) D01-R34E.A-0.44 cum10) D01-R34F.A-0.43 cum11) D01-R34G.A-0.74 cum12) D01-R34H.A-2.91 cum13) D01-R34I.A-0.74 cum14) D01-R35A.A-3.13 cum15) D01-R35B.A-1.12 cum16) D01-R35C.A-1.12 cum17) D01-R35D.A-0.68 cum18) D01-R35E.A-0.7 cum19) D01-R36A.A-2.12 cum20) D01-R36B.A-0.57 cum21) D01-R36C.A-0.45 cum22) D01-R36D.A-0.77 cum23) D01-R36E.A-0.77 cum24) D01-R36F.A-0.91 cum25) D01-37AA-105.39 cum26) D01-37BA-30.83 cum27) D01-R37C.A-4.01 cum) Total-196.54 cum |
| 10 | 10) 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 -QTY UNIT1) D01-R08A-0.74 cum2) D01-R15A-1.1 cum3) D01-R26.A-2.07 cum4) D01-R29.A-7.34 cum5) D01-R34A.A-1.03 cum6) D01-R34B.A-0.26 cum7) D01-R34C.A-0.26 cum8) D01-R34D.A-0.1 cum9) D01-R34E.A-0.15 cum10) D01-R34F.A-0.14 cum11) D01-R34G.A-0.25 cum12) D01-R34H.A-0.97 cum13) D01-R34I.A-0.25 cum14) D01-R35A.A-1.04 cum15) D01-R35B.A-0.37 cum16) D01-R35C.A-0.37 cum17) D01-R35D.A-0.23 cum18) D01-R35E.A-0.23 cum19) D01-R36A.A-0.71 cum20) D01-R36B.A-0.19 cum21) D01-R36C.A-0.15 cum22) D01-R36D.A-0.26 cum23) D01-R36E.A-0.26 cum24) D01-R36F.A-0.3 cum25) D01-37AA-35.13 cum26) D01-37BA-10.28 cum27) D01-R37C.A-1.34 cum) Total-65.52 cum |
| 11 | 11) 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 -QTY UNIT1) D01-R08A-0.74 cum2) D01-R15A-1.1 cum3) D01-R26.A-2.07 cum4) D01-R29.A-7.34 cum5) D01-R34A.A-1.03 cum6) D01-R34B.A-0.26 cum7) D01-R34C.A-0.26 cum8) D01-R34D.A-0.1 cum9) D01-R34E.A-0.15 cum10) D01-R34F.A-0.14 cum11) D01-R34G.A-0.25 cum12) D01-R34H.A-0.97 cum13) D01-R34I.A-0.25 cum14) D01-R35A.A-1.04 cum15) D01-R35B.A-0.37 cum16) D01-R35C.A-0.37 cum17) D01-R35D.A-0.23 cum18) D01-R35E.A-0.23 cum19) D01-R36A.A-0.71 cum20) D01-R36B.A-0.19 cum21) D01-R36C.A-0.15 cum22) D01-R36D.A-0.26 cum23) D01-R36E.A-0.26 cum24) D01-R36F.A-0.3 cum25) D01-37AA-35.13 cum26) D01-37BA-10.28 cum27) D01-R37C.A-1.34 cum) Total-65.52 cum |
| 12 | 12) 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 -QTY UNIT1) D01-R08A-0.74 cum2) D01-R15A-1.1 cum3) D01-R26.A-2.07 cum4) D01-R29.A-7.34 cum5) D01-R34A.A-1.03 cum6) D01-R34B.A-0.26 cum7) D01-R34C.A-0.26 cum8) D01-R34D.A-0.1 cum9) D01-R34E.A-0.15 cum10) D01-R34F.A-0.14 cum11) D01-R34G.A-0.25 cum12) D01-R34H.A-0.97 cum13) D01-R34I.A-0.25 cum14) D01-R35A.A-1.04 cum15) D01-R35B.A-0.37 cum16) D01-R35C.A-0.37 cum17) D01-R35D.A-0.23 cum18) D01-R35E.A-0.23 cum19) D01-R36A.A-0.71 cum20) D01-R36B.A-0.19 cum21) D01-R36C.A-0.15 cum22) D01-R36D.A-0.26 cum23) D01-R36E.A-0.26 cum24) D01-R36F.A-0.3 cum25) D01-37AA-35.13 cum26) D01-37BA-10.28 cum27) D01-R37C.A-1.34 cum) Total-65.52 cum |
| 13 | 13) 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 -QTY UNIT1) D01-R08A-0 cum2) D01-R15A-1.65 cum3) D01-R26.A-7.75 cum4) D01-R29.A-11.02 cum5) D01-R34A.A-1.54 cum6) D01-R34B.A-0.39 cum7) D01-R34C.A-0.38 cum8) D01-R34D.A-0.16 cum9) D01-R34E.A-0.22 cum10) D01-R34F.A-0.21 cum11) D01-R34G.A-0.37 cum12) D01-R34H.A-1.45 cum13) D01-R34I.A-0.37 cum14) D01-R35A.A-1.57 cum15) D01-R35B.A-0.56 cum16) D01-R35C.A-0.56 cum17) D01-R35D.A-0.86 cum18) D01-R35E.A-0.87 cum19) D01-R36A.A-2.66 cum20) D01-R36B.A-0.28 cum21) D01-R36C.A-0.22 cum22) D01-R36D.A-0.38 cum23) D01-R36E.A-0.38 cum24) D01-R36F.A-0.45 cum25) D01-37AA-87.83 cum26) D01-37BA-30.83 cum27) D01-R37C.A-5.01 cum) Total-157.97 cum |
| 14 | 14) 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 -QTY UNIT1) D01-R08A-0 sqm2) D01-R15A-11.03 sqm3) D01-R26.A-51.68 sqm4) D01-R29.A-73.44 sqm5) D01-R34A.A-10.29 sqm6) D01-R34B.A-2.61 sqm7) D01-R34C.A-2.55 sqm8) D01-R34D.A-1.04 sqm9) D01-R34E.A-1.47 sqm10) D01-R34F.A-1.43 sqm11) D01-R34G.A-2.48 sqm12) D01-R34H.A-9.69 sqm13) D01-R34I.A-2.48 sqm14) D01-R35A.A-10.44 sqm15) D01-R35B.A-3.72 sqm16) D01-R35C.A-3.72 sqm17) D01-R35D.A-5.7 sqm18) D01-R35E.A-5.81 sqm19) D01-R36A.A-17.7 sqm20) D01-R36B.A-1.89 sqm21) D01-R36C.A-1.49 sqm22) D01-R36D.A-2.55 sqm23) D01-R36E.A-2.55 sqm24) D01-R36F.A-3.03 sqm25) D01-37AA-585.53 sqm26) D01-37BA-205.5 sqm27) D01-R37C.A-33.41 sqm) Total-1053.23 sqm |
| 15 | 15) Providing, fitting and fixing Ultra Designer Grand Master/Polka model concrete tiles of size 400 mm × 400 mm, of approved design, quality and make, fixed over 20 mm thick cement mortar (1:4) bed, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including cost and conveyance of tiles and all other materials, labour, T&P and all incidental charges, complete in all respects as per approved design and as directed by the Engineer-in-Charge.- ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-14.82 sqm2) D01-R15A-11.03 sqm3) D01-R26.A-20.67 sqm4) D01-R29.A-55.814 sqm5) D01-R34A.A-10.29 sqm6) D01-R34B.A-2.61 sqm7) D01-R34C.A-2.55 sqm8) D01-R34D.A-1.04 sqm9) D01-R34E.A-1.47 sqm10) D01-R34F.A-1.43 sqm11) D01-R34G.A-2.48 sqm12) D01-R34H.A-9.69 sqm13) D01-R34I.A-2.48 sqm14) D01-R35A.A-10.44 sqm15) D01-R35B.A-3.72 sqm16) D01-R35C.A-3.72 sqm17) D01-R35D.A-2.28 sqm18) D01-R35E.A-2.33 sqm19) D01-R36A.A-7.08 sqm20) D01-R36B.A-1.89 sqm21) D01-R36C.A-1.49 sqm22) D01-R36D.A-2.55 sqm23) D01-R36E.A-2.55 sqm24) D01-R36F.A-3.03 sqm25) D01-37AA-117.11 sqm26) D01-37BA-102.75 sqm27) D01-R37C.A-13.37 sqm Total-410.684 sqm |
| 16 | 16) Construction of unreinforced dowel jointed plain cement concrete with 43 grade cement @400kg cement per cum with coarse aggregate not exceeding 25mm, mixed in a batching plant spread compacted finished with provision of contraction, expansion, construction and longitudinal joints , joint filler, joint sealant dowel bar admixture as approved, finishing to lines and grades as per Clause 602 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as directed by Engineer-in-Charge.- ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-46.62 cum) Total-46.62 cum |
| 17 | ) ROAD SAFETY WORK PART-B- 17) Providing and fixing of RCC M-15 grade kilometre stone/hectometre / Ordinary km stone of standard design as per IRC:8-1980, fixing in position with painting and printing, including cost, conveyance and royalty of all materials, cost of all labour, machinery, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and Sections 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge.- ) 5th km stone- ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-0 Each2) D01-R15A-0 Each3) D01-R26.A-0 Each4) D01-R29.A-0 Each5) D01-R34A.A-0 Each6) D01-R34B.A-0 Each7) D01-R34C.A-0 Each8) D01-R34D.A-0 Each9) D01-R34E.A-0 Each10) D01-R34F.A-0 Each11) D01-R34G.A-0 Each12) D01-R34H.A-0 Each13) D01-R34I.A-0 Each14) D01-R35A.A-0 Each15) D01-R35B.A-0 Each16) D01-R35C.A-0 Each17) D01-R35D.A-0 Each18) D01-R35E.A-0 Each19) D01-R36A.A-0 Each20) D01-R36B.A-0 Each21) D01-R36C.A-0 Each22) D01-R36D.A-0 Each23) D01-R36E.A-0 Each24) D01-R36F.A-0 Each25) D01-R37C.A-0 Each26) D01-37AA-1 Each27) D01-37BA-1 Each) Total-2 Each |
| 18 | 18) Providing and fixing of RCC M-15 grade Ordinary km stone of standard design as per IRC:8-1980 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-1 Each3) D01-R26.A-1 Each4) D01-R29.A-1 Each5) D01-R34A.A-1 Each6) D01-R34B.A-1 Each7) D01-R34C.A-1 Each8) D01-R34D.A-1 Each9) D01-R34E.A-1 Each10) D01-R34F.A-1 Each11) D01-R34G.A-1 Each12) D01-R34H.A-1 Each13) D01-R34I.A-1 Each14) D01-R35A.A-1 Each15) D01-R35B.A-1 Each16) D01-R35C.A-1 Each17) D01-R35D.A-1 Each18) D01-R35E.A-1 Each19) D01-R36A.A-1 Each20) D01-R36B.A-1 Each21) D01-R36C.A-1 Each22) D01-R36D.A-1 Each23) D01-R36E.A-1 Each24) D01-R36F.A-1 Each25) D01-37AA-8 Each26) D01-37BA-7 Each27) D01-R37C.A-1 Each) Total-40 Each |
| 19 | 19) 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 -QTY UNIT1) D01-R08A-27.23 sqm2) D01-R15A-40.52 sqm3) D01-R26.A-75.96 sqm4) D01-R29.A-269.89 sqm5) D01-R34A.A-16.21 sqm6) D01-R34B.A-8.22 sqm7) D01-R34C.A-8.03 sqm8) D01-R34D.A-3.26 sqm9) D01-R34E.A-4.63 sqm10) D01-R34F.A-4.49 sqm11) D01-R34G.A-7.8 sqm12) D01-R34H.A-15.26 sqm13) D01-R34I.A-7.8 sqm14) D01-R35A.A-16.44 sqm15) D01-R35B.A-11.72 sqm16) D01-R35C.A-11.72 sqm17) D01-R35D.A-8.38 sqm18) D01-R35E.A-8.54 sqm19) D01-R36A.A-26.02 sqm20) D01-R36B.A-5.95 sqm21) D01-R36C.A-4.68 sqm22) D01-R36D.A-8.03 sqm23) D01-R36E.A-8.03 sqm24) D01-R36F.A-9.54 sqm25) D01-37AA-430.36 sqm26) D01-37BA-377.61 sqm27) D01-R37C.A-49.12 sqm) Total-1465.44 sqm |
| 20 | 20) 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 -QTY UNIT1) D01-R08A-25 Each2) D01-R15A-37 Each3) D01-R26.A-69 Each4) D01-R29.A-163 Each5) D01-R34A.A-11 Each6) D01-R34B.A-6 Each7) D01-R34C.A-6 Each8) D01-R34D.A-2 Each9) D01-R34E.A-3 Each10) D01-R34F.A-3 Each11) D01-R34G.A-5 Each12) D01-R34H.A-11 Each13) D01-R34I.A-5 Each14) D01-R35A.A-12 Each15) D01-R35B.A-8 Each16) D01-R35C.A-8 Each17) D01-R35D.A-8 Each18) D01-R35E.A-8 Each19) D01-R36A.A-23 Each20) D01-R36B.A-4 Each21) D01-R36C.A-3 Each22) D01-R36D.A-6 Each23) D01-R36E.A-6 Each24) D01-R36F.A-7 Each25) D01-37AA-390 Each26) D01-37BA-343 Each27) D01-R37C.A-45 Each) Total-1217 Each |
| 21 | 21) 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.- ) Providing and fixing 90cm equilateral triangle retro-reflectorised sign board as per IRC:67 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-0 Each2) D01-R15A-2 Each3) D01-R26.A-4 Each4) D01-R29.A-15 Each5) D01-R34A.A-0 Each6) D01-R34B.A-0 Each7) D01-R34C.A-0 Each8) D01-R34D.A-0 Each9) D01-R34E.A-0 Each10) D01-R34F.A-0 Each11) D01-R34G.A-0 Each12) D01-R34H.A-0 Each13) D01-R34I.A-0 Each14) D01-R35A.A-0 Each15) D01-R35B.A-0 Each16) D01-R35C.A-0 Each17) D01-R35D.A-1 Each18) D01-R35E.A-1 Each19) D01-R36A.A-1 Each20) D01-R36B.A-0 Each21) D01-R36C.A-0 Each22) D01-R36D.A-0 Each23) D01-R36E.A-0 Each24) D01-R36F.A-0 Each25) D01-37AA-15 Each26) D01-37BA-14 Each27) D01-R37C.A-1 Each) Total-54 Each |
| 22 | 22) Providing and fixing 60cm equilateral triangle retro-reflectorised sign board as per IRC:67 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-2 Each3) D01-R26.A-5 Each4) D01-R29.A-16 Each5) D01-R34A.A-1 Each6) D01-R34B.A-1 Each7) D01-R34C.A-1 Each8) D01-R34D.A-1 Each9) D01-R34E.A-1 Each10) D01-R34F.A-1 Each11) D01-R34G.A-1 Each12) D01-R34H.A-1 Each13) D01-R34I.A-1 Each14) D01-R35A.A-1 Each15) D01-R35B.A-1 Each16) D01-R35C.A-1 Each17) D01-R35D.A-2 Each18) D01-R35E.A-2 Each19) D01-R36A.A-2 Each20) D01-R36B.A-1 Each21) D01-R36C.A-1 Each22) D01-R36D.A-1 Each23) D01-R36E.A-1 Each24) D01-R36F.A-1 Each25) D01-37AA-16 Each26) D01-37BA-14 Each27) D01-R37C.A-2 Each) Total-79 Each |
| 23 | 23) Providing and fixing 60cm circular retro-reflectorised sign board as per IRC:67- ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-2 Each3) D01-R26.A-5 Each4) D01-R29.A-16 Each5) D01-R34A.A-1 Each6) D01-R34B.A-1 Each7) D01-R34C.A-1 Each8) D01-R34D.A-1 Each9) D01-R34E.A-1 Each10) D01-R34F.A-1 Each11) D01-R34G.A-1 Each12) D01-R34H.A-1 Each13) D01-R34I.A-1 Each14) D01-R35A.A-1 Each15) D01-R35B.A-1 Each16) D01-R35C.A-1 Each17) D01-R35D.A-2 Each18) D01-R35E.A-2 Each19) D01-R36A.A-2 Each20) D01-R36B.A-1 Each21) D01-R36C.A-1 Each22) D01-R36D.A-1 Each23) D01-R36E.A-1 Each24) D01-R36F.A-1 Each25) D01-37AA-16 Each26) D01-37BA-14 Each27) D01-R37C.A-2 Each) Total-79 Each |
| 24 | 24) Providing and fixing 80cm x 60cm rectangular retro-reflectorised sign board as per IRC:67 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-1 Each3) D01-R26.A-6 Each4) D01-R29.A-12 Each5) D01-R34A.A-0 Each6) D01-R34B.A-0 Each7) D01-R34C.A-0 Each8) D01-R34D.A-0 Each9) D01-R34E.A-0 Each10) D01-R34F.A-0 Each11) D01-R34G.A-0 Each12) D01-R34H.A-0 Each13) D01-R34I.A-0 Each14) D01-R35A.A-0 Each15) D01-R35B.A-0 Each16) D01-R35C.A-0 Each17) D01-R35D.A-1 Each18) D01-R35E.A-1 Each19) D01-R36A.A-1 Each20) D01-R36B.A-0 Each21) D01-R36C.A-0 Each22) D01-R36D.A-0 Each23) D01-R36E.A-0 Each24) D01-R36F.A-0 Each25) D01-37AA-12 Each26) D01-37BA-14 Each27) D01-R37C.A-1 Each) Total-50 Each |
| 25 | 25) Providing and fixing 60cm x 45cm rectangular retro-reflectorised sign board as per IRC:67 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-1 Each3) D01-R26.A-2 Each4) D01-R29.A-12 Each5) D01-R34A.A-0 Each6) D01-R34B.A-0 Each7) D01-R34C.A-0 Each8) D01-R34D.A-0 Each9) D01-R34E.A-0 Each10) D01-R34F.A-0 Each11) D01-R34G.A-0 Each12) D01-R34H.A-0 Each13) D01-R34I.A-0 Each14) D01-R35A.A-0 Each15) D01-R35B.A-0 Each16) D01-R35C.A-0 Each17) D01-R35D.A-1 Each18) D01-R35E.A-1 Each19) D01-R36A.A-2 Each20) D01-R36B.A-0 Each21) D01-R36C.A-0 Each22) D01-R36D.A-0 Each23) D01-R36E.A-0 Each24) D01-R36F.A-0 Each25) D01-37AA-12 Each26) D01-37BA-14 Each27) D01-R37C.A-2 Each) Total-48 Each |
| 26 | 26) Providing and fixing 90 cm octagonal retro-reflectorised sign board as per IRC:67 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-2 Each3) D01-R26.A-5 Each4) D01-R29.A-16 Each5) D01-R34A.A-0 Each6) D01-R34B.A-0 Each7) D01-R34C.A-0 Each8) D01-R34D.A-0 Each9) D01-R34E.A-0 Each10) D01-R34F.A-0 Each11) D01-R34G.A-0 Each12) D01-R34H.A-0 Each13) D01-R34I.A-0 Each14) D01-R35A.A-0 Each15) D01-R35B.A-0 Each16) D01-R35C.A-0 Each17) D01-R35D.A-2 Each18) D01-R35E.A-2 Each19) D01-R36A.A-2 Each20) D01-R36B.A-0 Each21) D01-R36C.A-0 Each22) D01-R36D.A-0 Each23) D01-R36E.A-0 Each24) D01-R36F.A-0 Each25) D01-37AA-16 Each26) D01-37BA-14 Each27) D01-R37C.A-2 Each) Total-62 Each |
| 27 | 27) Providing and fixing 90cm x 30cm rectangular retro-reflectorised sign board as per IRC:67 - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R08A-1 Each2) D01-R15A-2 Each3) D01-R26.A-1 Each4) D01-R29.A-15 Each5) D01-R34A.A-1 Each6) D01-R34B.A-1 Each7) D01-R34C.A-1 Each8) D01-R34D.A-1 Each9) D01-R34E.A-1 Each10) D01-R34F.A-1 Each11) D01-R34G.A-1 Each12) D01-R34H.A-1 Each13) D01-R34I.A-1 Each14) D01-R35A.A-1 Each15) D01-R35B.A-1 Each16) D01-R35C.A-1 Each17) D01-R35D.A-2 Each18) D01-R35E.A-2 Each19) D01-R36A.A-2 Each20) D01-R36B.A-1 Each21) D01-R36C.A-1 Each22) D01-R36D.A-1 Each23) D01-R36E.A-1 Each24) D01-R36F.A-1 Each25) D01-37AA-15 Each26) D01-37BA-14 Each27) D01-R37C.A-2 Each) Total-73 Each |
| 28 | 28) 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 -QTY UNIT1) D01-R08A-0.8 sqm2) D01-R15A-0.8 sqm3) D01-R26.A-0.8sqm4) D01-R29.A- 3.4 sqm5) D01-R34A.A-0.8 sqm6) D01-R34B.A-0.8 sqm7) D01-R34C.A-0.8 sqm8) D01-R34D.A-0.8 sqm9) D01-R34E.A-0.8 sqm10) D01-R34F.A-0.8 sqm11) D01-R34G.A-0.8 sqm12) D01-R34H.A-0.8 sqm13) D01-R34I.A-0.8 sqm14) D01-R35A.A-0.8 sqm15) D01-R35B.A-0.8 sqm16) D01-R35C.A-0.8 sqm17) D01-R35D.A-0.8 sqm18) D01-R35E.A-0.8 sqm19) D01-R36A.A-0.8 sqm20) D01-R36B.A-0.8 sqm21) D01-R36C.A-0.8 sqm22) D01-R36D.A-0.8 sqm23) D01-R36E.A-0.8 sqm24) D01-R36F.A-0.8 sqm25) D01-37AA-3.4 sqm26) D01-37BA-1.7 sqm27) D01-R37C.A-0.8 sqm) Total-27.7 sqm |
| 29 | 29) 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 -QTY UNIT1) D01-R08A-0 sqm2) D01-R15A-0 sqm3) D01-R26.A-2.2 sqm4) D01-R29.A-4.3 sqm5) D01-R34A.A-0 sqm6) D01-R34B.A-0 sqm7) D01-R34C.A-0 sqm8) D01-R34D.A-0 sqm9) D01-R34E.A-0 sqm10) D01-R34F.A-0 sqm11) D01-R34G.A-0 sqm12) D01-R34H.A-0 sqm13) D01-R34I.A-0 sqm14) D01-R35A.A-0 sqm15) D01-R35B.A-0 sqm16) D01-R35C.A-0 sqm17) D01-R35D.A-2.2 sqm18) D01-R35E.A-2.2 sqm19) D01-R36A.A-2.2 sqm20) D01-R36B.A-0 sqm21) D01-R36C.A-0 sqm22) D01-R36D.A-0 sqm23) D01-R36E.A-0 sqm24) D01-R36F.A-0 sqm25) D01-37AA-4.3 sqm26) D01-37BA-2.2 sqm27) D01-R37C.A-2.2 sqm) Total-21.8 sqm |
| 30 | 30) Painting one coats with synthatic enamel paints over a coat of primer on any elevation on road kerb, parapet & guard post including cost of Paints & cost of all labour etc complete as per Technical Specifications and provision of contraction, expansion, construction and longitudinal joints , joint filler, joint sealant dowel bar admixture as approved, finishing to lines and grades as per Clause 602 of MoRT&H Specifications for Road & Bridge works (5th Revision).- ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R29.A-73.44 sqm) Total-73.44 sqm |
| 31 | 31) Painting one coats with enamel paints over a coat of primer on Iron work including cost of Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 of MoRT&H Specifications for Road & machinery etc complete as per approved Drawing & Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision).- ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R29.A-367.2 sqm) Total-367.2 sqm |
| 32 | 32) Supplying, fitting, fixing of MS Hollow sqaure welded section median railing having Iron outer frame with vertical post of size 50mm x 50mm x 3mm and inside vertical complete as per Technical Specifications and provision of contraction, expansion, construction and longitudinal joints , joint filler, joint sealant dowel bar admixture as approved, finishing to lines and grades as per Clause 602 of MoRT&H Specifications for Road & Bridge works (5th Revision).- ) ROAD WISE QUANTITY DEATILS -QTY UNIT) D01-R29.A-2008.40 sqm) Total-2008.40 sqm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 20, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 day
Sep 29, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 days
Sep 24, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 daySep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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