Tender For Stmc Work For 70 Nos. Of Roads For An Aggregated Length Of 28.758 Km Under Bbsr (R And B) Division-I, (Package-I)
Tender Value
2.76 Crore
Estimated cost
Bid Submission
19 Sep 2026
3 days left
EMD
2.76 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 70 Nos. Of Roads For An Aggregated Length Of 28.758 Km Under Bbsr (R And B) Division-I, (Package-I)
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-R02A.A-528 sqm2) D01-R02B.A-535.2 sqm3) D01-R03.A-537.6 sqm4) D01-R07.A-542.4 sqm5) D01-R09.A-448.2 sqm6) D01-R10A.A-514.8 sqm7) D01-R10B.A-493.2 sqm8) D01-R10C.A-97.8 sqm9) D01-R10D.A-387 sqm10) D01-R10E.A-387 sqm11) D01-R10F.A-66 sqm12) D01-R10G.A-478.8 sqm13) D01-R10H.A-450.6 sqm14) D01-R10I.A-386.4 sqm15) D01-R10J.A-385.8 sqm16) D01-R10K.A-385.8 sqm17) D01-R10L.A-451.2 sqm18) D01-R10M.A-96 sqm19) D01-R10N.A-97.8 sqm20) D01-R10O.A-97.2 sqm21) D01-R10P.A-96 sqm22) D01-R10Q.A-353.4 sqm23) D01-R10R.A-98.4 sqm24) D01-R10S.A-90.6 sqm25) D01-R10T.A-97.2 sqm26) D01-R11A.A-450.6 sqm27) D01-R12A.A-385.8 sqm28) D01-R12C.A-632.4 sqm29) D01-R12D.A-516.6 sqm30) D01-R12E.A-193.2 sqm31) D01-R12F.A-264 sqm32) D01-R12G.A-498.6 sqm33) D01-R12H.A-88.8 sqm34) D01-R12I.A-339.6 sqm35) D01-R12J.A-379.8 sqm36) D01-R12K.A-384 sqm37) D01-R12L.A-382.8 sqm38) D01-R12M.A-289.2 sqm39) D01-R12N.A-77.4 sqm40) D01-R12O.A-56.4 sqm41) D01-R12P.A-83.4 sqm42) D01-R13C.A-138 sqm43) D01-R13F.A-327.6 sqm44) D01-R13G.A-94.2 sqm45) D01-R17.A-122.4 sqm46) D01-R21 A.A-116.4 sqm47) D01-R21 B.A-46.8 sqm48) D01-R21 C.A-128.4 sqm49) D01-R21 D.A-62.4 sqm50) D01-R21 E.A-175.8 sqm51) D01-R21 F.A-36.6 sqm52) D01-R21 G.A-27 sqm53) D01-R21 L.A-84.6 sqm54) D01-R21 M.A-42.6 sqm55) D01-R21 N.A-121.2 sqm56) D01-R21 O.A-83.4 sqm57) D01-R22 A.A-180 sqm58) D01-R22 B.A-129.6 sqm59) D01-R22 C.A-94.8 sqm60) D01-R22 D.A-104.4 sqm61) D01-R28.A-525.6 sqm) Total-15766.8 sqm |
| 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 UNIT1) D01-R02A.A-1884.96 Sqm2) D01-R02B.A-1273.78 Sqm3) D01-R03.A-1919.23 Sqm4) D01-R07.A-968.18 Sqm5) D01-R09.A-800.04 Sqm6) D01-R10A.A-918.92 Sqm7) D01-R10B.A-880.36 Sqm8) D01-R10C.A-137.16 Sqm9) D01-R10D.A-542.77 Sqm10) D01-R10E.A-690.8 Sqm11) D01-R10F.A-92.57 Sqm12) D01-R10G.A-457.85 Sqm13) D01-R10H.A-804.32 Sqm14) D01-R10I.A-289.03 Sqm15) D01-R10J.A-688.65 Sqm16) D01-R10K.A-541.08 Sqm17) D01-R10L.A-805.39 Sqm18) D01-R10M.A-134.64 Sqm19) D01-R10N.A-137.16 Sqm20) D01-R10O.A-136.32 Sqm21) D01-R10P.A-134.64 Sqm22) D01-R10Q.A-630.82 Sqm23) D01-R10R.A-175.64 Sqm24) D01-R10S.A-154.02 Sqm25) D01-R10T.A-136.32 Sqm26) D01-R11A.A-975.53 Sqm27) D01-R12A.A-368.92 Sqm28) D01-R12C.A-1128.83 Sqm29) D01-R12D.A-922.13 Sqm30) D01-R12E.A-184.75 Sqm31) D01-R12F.A-252.45 Sqm32) D01-R12G.A-476.79 Sqm33) D01-R12H.A-84.92 Sqm34) D01-R12I.A-324.74 Sqm35) D01-R12J.A-363.18 Sqm36) D01-R12K.A-367.2 Sqm37) D01-R12L.A-366.05 Sqm38) D01-R12M.A-276.55 Sqm39) D01-R12N.A-74.01 Sqm40) D01-R12O.A-53.93 Sqm41) D01-R12P.A-79.75 Sqm42) D01-R13F.A-334.15 Sqm43) D01-R13G.A-96.08 Sqm44) D01-R17.A-120.38 Sqm45) D01-R21 A.A-207.77 Sqm46) D01-R21 B.A-83.54 Sqm47) D01-R21 C.A-229.19 Sqm48) D01-R21 D.A-111.38 Sqm49) D01-R21 E.A-313.8 Sqm50) D01-R21 F.A-65.33 Sqm51) D01-R21 G.A-48.2 Sqm52) D01-R21 L.A-151.01 Sqm53) D01-R21 M.A-76.04 Sqm54) D01-R21 N.A-216.34 Sqm55) D01-R21 O.A-148.87 Sqm56) D01-R22 A.A-321.3 Sqm57) D01-R22 B.A-231.34 Sqm58) D01-R22 C.A-169.22 Sqm59) D01-R22 D.A-186.35 Sqm60) D01-R28.A-540.58 Sqm) Total-25285.25 Sqm |
| 3 | Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B.metal of 0.45cum & 12.0kg of 80/100 penetration grade of bitumen in one layer with 0.12 cum of 12mm size B.H.G.C.B.chips as key stone per 10sqm and laying & spreadig including heating, pouring and spreading bitumen &materials after cleaning the road surface and rolling with PRR including hire charges of PRR & cost, conveyance, royality of all materials & cost of T& P, labour charges etc complete as per specifications and direction of Engineer In Charge) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-616 sqm2) D01-R02B.A-356.8 sqm3) D01-R03.A-627.2 sqm4) D01-R07.A-316.4 sqm5) D01-R09.A-261.45 sqm6) D01-R10A.A-300.3 sqm7) D01-R10B.A-287.7 sqm8) D01-R10C.A-44.83 sqm9) D01-R10D.A-177.38 sqm10) D01-R10E.A-225.75 sqm11) D01-R10F.A-30.25 sqm12) D01-R10G.A-149.63 sqm13) D01-R10H.A-262.85 sqm14) D01-R10I.A-212.52 sqm15) D01-R10J.A-225.05 sqm16) D01-R10K.A-176.83 sqm17) D01-R10L.A-263.2 sqm18) D01-R10M.A-44 sqm19) D01-R10N.A-44.83 sqm20) D01-R10O.A-44.55 sqm21) D01-R10P.A-44 sqm22) D01-R10Q.A-206.15 sqm23) D01-R10R.A-57.4 sqm24) D01-R10S.A-75.5 sqm25) D01-R10T.A-44.55 sqm26) D01-R11A.A-375.5 sqm27) D01-R12A.A-120.56 sqm28) D01-R12C.A-368.9 sqm29) D01-R12D.A-301.35 sqm30) D01-R12F.A-82.5 sqm31) D01-R12E.A-60.38 sqm32) D01-R12G.A-155.81 sqm33) D01-R12H.A-27.75 sqm34) D01-R12I.A-106.13 sqm35) D01-R12J.A-118.69 sqm36) D01-R12K.A-120 sqm37) D01-R12L.A-119.63 sqm38) D01-R12M.A-90.38 sqm39) D01-R12N.A-24.19 sqm40) D01-R12O.A-17.63 sqm41) D01-R12P.A-26.06 sqm42) D01-R13F.A-109.2 sqm43) D01-R13G.A-31.4 sqm44) D01-R17.A-54 sqm45) D01-R21 A.A-67.9 sqm46) D01-R21 B.A-27.3 sqm47) D01-R21 C.A-74.9 sqm48) D01-R21 D.A-36.4 sqm49) D01-R21 E.A-102.55 sqm50) D01-R21 F.A-21.35 sqm51) D01-R21 G.A-15.75 sqm52) D01-R21 L.A-49.35 sqm53) D01-R21 M.A-24.85 sqm54) D01-R21 N.A-70.7 sqm55) D01-R21 O.A-48.65 sqm56) D01-R22 A.A-105 sqm57) D01-R22 B.A-75.6 sqm58) D01-R22 C.A-55.3 sqm59) D01-R22 D.A-60.9 sqm60) D01-R28.A-240.9 sqm) Total-8482.58 sqm |
| 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-R02A.A-56.55 cum 2) D01-R02B.A-38.21328 cum 3) D01-R03.A-57.58 cum 4) D01-R07.A-29.05 cum 5) D01-R09.A-24 cum 6) D01-R10A.A-27.56754 cum 7) D01-R10B.A-26.41086 cum 8) D01-R10C.A-4.114935 cum 9) D01-R10D.A-16.283025 cum 10) D01-R10E.A-20.72385 cum 11) D01-R10F.A-2.77695 cum 12) D01-R10G.A-13.735575 cum 13) D01-R10H.A-24.12963 cum 14) D01-R10I.A-16.25778 cum 15) D01-R10J.A-20.65959 cum 16) D01-R10K.A-16.232535 cum 17) D01-R10L.A-24.16176 cum 18) D01-R10M.A-4.0392 cum 19) D01-R10N.A-4.114935 cum 20) D01-R10O.A-3.544398 cum 21) D01-R10P.A-4.0392 cum 22) D01-R10Q.A-18.92457 cum 23) D01-R10R.A-5.26932 cum 24) D01-R10S.A-4.621 cum 25) D01-R10T.A-4.08969 cum 26) D01-R11A.A-25.853 cum 27) D01-R12A.A-11.07 cum 28) D01-R12C.A-33.865 cum 29) D01-R12D.A-27.66 cum 30) D01-R12F.A-7.574 cum 31) D01-R12G.A-14.3 cum 32) D01-R12E.A-5.542 cum 33) D01-R12H.A-2.55 cum 34) D01-R12I.A-9.74 cum 35) D01-R12J.A-10.9 cum 36) D01-R12K.A-11.02 cum 37) D01-R12L.A-11 cum 38) D01-R12M.A-8.3 cum 39) D01-R12N.A-2.22 cum 40) D01-R12O.A-1.618 cum 41) D01-R12P.A-2.4 cum 42) D01-R18.A-41.84703 cum 43) D01-R13F.A-10.02456 cum 44) D01-R13G.A-2.88252 cum 45) D01-R17.A-3.611412 cum 46) D01-R19H.A-4.8195 cum 47) D01-R19G.A-5.72832 cum 48) D01-R19F.A-0.66555 cum 49) D01-R19E.A-2.9835 cum 50) D01-R19D.A-5.17752 cum 51) D01-R19C.A-13.27428 cum 52) D01-R19B.A-3.22218 cum 53) D01-R19A.A-7.95906 cum 54) D01-R21 A.A-6.233 cum 55) D01-R21 B.A-2.506 cum 56) D01-R21 C.A-6.876 cum 57) D01-R21 D.A-3.342 cum 58) D01-R21 E.A-9.414 cum 59) D01-R21 F.A-1.96 cum 60) D01-R21 G.A-1.446 cum 61) D01-R21 L.A-4.53 cum 62) D01-R21 M.A-2.281 cum 63) D01-R21 N.A-6.49 cum 64) D01-R21 O.A-4.466 cum 65) D01-R22 A.A-9.639 cum 66) D01-R22 B.A-6.94 cum 67) D01-R22 C.A-5.077 cum 68) D01-R22 D.A-5.591 cum 69) D01-R28.A-22.11462 cum ) Total-853.802675 cum |
| 5 | 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 -QTY UNIT1) D01-R18.A-13.94901 cum2) D01-R19H.A-1.6065 cum3) D01-R19G.A-1.90944 cum4) D01-R13G.A-0.96084 cum5) D01-R17.A-2.0655 cum) Total-20.49129 cum |
| 6 | Crack Filling : Filling of crack using slow curing bitumen emulsion and applying crusher dust in case crack are wider then 3 mm.) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R19H.A-3.5 Rmt2) D01-R19G.A-4.16 Rmt) Total-7.66 Rmt |
| 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 -QTY UNIT1) D01-R02A.A-158.4 Sqm 2) D01-R02B.A-107.04 Sqm 3) D01-R03.A-161.28 Sqm 4) D01-R07.A-162.72 Sqm 5) D01-R09.A-134.46 Sqm 6) D01-R10A.A-154.44 Sqm 7) D01-R10B.A-147.96 Sqm 8) D01-R10C.A-29.34 Sqm 9) D01-R10D.A-116.1 Sqm 10) D01-R10E.A-116.1 Sqm 11) D01-R10F.A-19.8 Sqm 12) D01-R10G.A-95.76 Sqm 13) D01-R10H.A-135.18 Sqm 14) D01-R10I.A-115.92 Sqm 15) D01-R10J.A-115.74 Sqm 16) D01-R10K.A-115.74 Sqm 17) D01-R10L.A-135.36 Sqm 18) D01-R10M.A-28.8 Sqm 19) D01-R10N.A-29.34 Sqm 20) D01-R10O.A-4.86 Sqm 21) D01-R10P.A-28.8 Sqm 22) D01-R10Q.A-106.02 Sqm 23) D01-R10R.A-29.52 Sqm 24) D01-R10S.A-27.18 Sqm 25) D01-R10T.A-29.16 Sqm 26) D01-R11A.A-45.06 Sqm 27) D01-R12A.A-115.74 Sqm 28) D01-R12C.A-189.72 Sqm 29) D01-R12D.A-154.98 Sqm 30) D01-R12F.A-52.8 Sqm 31) D01-R12G.A-99.72 Sqm 32) D01-R12H.A-17.76 Sqm 33) D01-R12E.A-38.64 Sqm 34) D01-R12I.A-67.92 Sqm 35) D01-R12J.A-75.96 Sqm 36) D01-R12K.A-76.8 Sqm 37) D01-R12L.A-76.56 Sqm 38) D01-R12M.A-57.84 Sqm 39) D01-R12N.A-15.48 Sqm 40) D01-R12O.A-11.28 Sqm 41) D01-R12P.A-16.68 Sqm 42) D01-R13F.A-98.28 Sqm 43) D01-R13G.A-28.26 Sqm 44) D01-R17.A-24.48 Sqm 45) D01-R19H.A-31.5 Sqm 46) D01-R19G.A-37.44 Sqm 47) D01-R19F.A-5.22 Sqm 48) D01-R19E.A-23.4 Sqm 49) D01-R19D.A-33.84 Sqm 50) D01-R19C.A-86.76 Sqm 51) D01-R19B.A-21.06 Sqm 52) D01-R19A.A-52.02 Sqm 53) D01-R21 A.A-34.92 Sqm 54) D01-R21 B.A-14.04 Sqm 55) D01-R21 C.A-38.52 Sqm 56) D01-R21 D.A-18.72 Sqm 57) D01-R21 E.A-52.74 Sqm 58) D01-R21 F.A-10.98 Sqm 59) D01-R21 G.A-8.1 Sqm 60) D01-R21 L.A-25.38 Sqm 61) D01-R21 M.A-12.78 Sqm 62) D01-R21 N.A-36.36 Sqm 63) D01-R21 O.A-25.02 Sqm 64) D01-R22 A.A-54 Sqm 65) D01-R22 B.A-38.88 Sqm 66) D01-R22 C.A-28.44 Sqm 67) D01-R22 D.A-31.32 Sqm 68) D01-R28.A-157.68 Sqm ) Total-4448.1 Sqm |
| 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 -QTY UNIT1) D01-R02A.A-17.6 Rmt2) D01-R02B.A-44.6 Rmt3) D01-R03.A-17.92 Rmt4) D01-R07.A-9.04 Rmt5) D01-R09.A-7.47 Rmt6) D01-R10A.A-8.58 Rmt7) D01-R10B.A-8.22 Rmt8) D01-R10C.A-1.63 Rmt9) D01-R10D.A-6.45 Rmt10) D01-R10E.A-6.45 Rmt11) D01-R10F.A-1.1 Rmt12) D01-R10G.A-7.98 Rmt13) D01-R10H.A-7.51 Rmt14) D01-R10I.A-6.44 Rmt15) D01-R10J.A-6.43 Rmt16) D01-R10K.A-6.43 Rmt17) D01-R10L.A-7.52 Rmt18) D01-R10M.A-1.6 Rmt19) D01-R10N.A-1.63 Rmt20) D01-R10O.A-1.62 Rmt21) D01-R10P.A-1.6 Rmt22) D01-R10Q.A-5.89 Rmt23) D01-R10R.A-1.64 Rmt24) D01-R10S.A-1.51 Rmt25) D01-R10T.A-1.62 Rmt26) D01-R11A.A-7.51 Rmt27) D01-R12A.A-6.43 Rmt28) D01-R12C.A-10.54 Rmt29) D01-R12D.A-8.61 Rmt30) D01-R12F.A-4.4 Rmt31) D01-R12G.A-8.31 Rmt32) D01-R12H.A-1.48 Rmt33) D01-R12I.A-5.66 Rmt34) D01-R12E.A-3.22 Rmt35) D01-R12J.A-6.33 Rmt36) D01-R12K.A-6.4 Rmt37) D01-R12L.A-6.38 Rmt38) D01-R12M.A-4.82 Rmt39) D01-R12N.A-1.29 Rmt40) D01-R12O.A-0.94 Rmt41) D01-R12P.A-1.39 Rmt42) D01-R13C.A-1.15 Rmt43) D01-R13F.A-10.92 Rmt44) D01-R17.A-2.04 Rmt45) D01-R19H.A-1.75 Rmt46) D01-R19G.A-2.08 Rmt47) D01-R19F.A-0.29 Rmt48) D01-R19E.A-1.3 Rmt49) D01-R19D.A-1.88 Rmt50) D01-R19C.A-4.82 Rmt51) D01-R19B.A-1.17 Rmt52) D01-R19A.A-2.89 Rmt53) D01-R21 A.A-1.94 Rmt54) D01-R21 B.A-0.78 Rmt55) D01-R21 C.A-2.14 Rmt56) D01-R21 D.A-1.04 Rmt57) D01-R21 E.A-2.93 Rmt58) D01-R21 F.A-0.61 Rmt59) D01-R21 G.A-0.45 Rmt60) D01-R21 L.A-1.41 Rmt61) D01-R21 M.A-0.71 Rmt62) D01-R21 N.A-2.02 Rmt63) D01-R21 O.A-1.39 Rmt64) D01-R22 A.A-3 Rmt65) D01-R22 B.A-2.16 Rmt66) D01-R22 C.A-1.58 Rmt67) D01-R22 D.A-1.74 Rmt68) D01-R28.A-8.76 Rmt) Total-335.14 Rmt |
| 9 | 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-R02A.A-6.6 cum2) D01-R02B.A-2.01 cum3) D01-R03.A-6.72 cum4) D01-R07.A-7.65 cum5) D01-R09.A-5.71 cum6) D01-R10A.A-6.56 cum7) D01-R10B.A-6.29 cum8) D01-R10C.A-1.03 cum9) D01-R10D.A-4.93 cum10) D01-R10E.A-4.93 cum11) D01-R10F.A-0.84 cum12) D01-R10G.A-3.95 cum13) D01-R10H.A-5.75 cum14) D01-R10I.A-3.19 cum15) D01-R10J.A-4.92 cum16) D01-R10K.A-4.92 cum17) D01-R10L.A-5.75 cum18) D01-R10M.A-1.22 cum19) D01-R10N.A-1.25 cum20) D01-R10O.A-0.8 cum21) D01-R10P.A-0.92 cum22) D01-R10Q.A-4.51 cum23) D01-R10R.A-1.25 cum24) D01-R10S.A-0.63 cum25) D01-R10T.A-1.02 cum26) D01-R11A.A-1.69 cum27) D01-R12A.A-4.92 cum28) D01-R12C.A-8.06 cum29) D01-R12D.A-6.59 cum30) D01-R12E.A-2.03 cum31) D01-R12F.A-3.13 cum32) D01-R12G.A-6.86 cum33) D01-R12H.A-0.73 cum34) D01-R12I.A-3.57 cum35) D01-R12J.A-4.5 cum36) D01-R12K.A-4.55 cum37) D01-R12L.A-4.54 cum38) D01-R12M.A-3.04 cum39) D01-R12N.A-0.64 cum40) D01-R12O.A-0.23 cum41) D01-R12P.A-0.69 cum42) D01-R13F.A-1.23 cum43) D01-R13G.A-0.35 cum44) D01-R17.A-0.46 cum45) D01-R18.A-2.28 cum46) D01-R13C.A-0.26 cum47) D01-R19H.A-0.39 cum48) D01-R19G.A-0.47 cum49) D01-R19F.A-0.07 cum50) D01-R19E.A-0.29 cum51) D01-R19D.A-0.42 cum52) D01-R19C.A-1.08 cum53) D01-R19B.A-0.26 cum54) D01-R19A.A-0.65 cum55) D01-R21 A.A-1.64 cum56) D01-R21 B.A-0.66 cum57) D01-R21 C.A-1.81 cum58) D01-R21 D.A-0.88 cum59) D01-R21 E.A-2.48 cum60) D01-R21 F.A-0.52 cum61) D01-R21 G.A-0.38 cum62) D01-R21 L.A-1.19 cum63) D01-R21 M.A-0.6 cum64) D01-R21 N.A-1.71 cum65) D01-R21 O.A-1.18 cum66) D01-R22 A.A-2.54 cum67) D01-R22 B.A-1.83 cum68) D01-R22 C.A-1.34 cum69) D01-R22 D.A-1.47 cum70) D01-R28.A-6.7 cum) Total-184.26 cum |
| 10 | 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-R02A.A-4.62 Qntl2) D01-R02B.A-1.4 Qntl3) D01-R03.A-4.7 Qntl4) D01-R07.A-5.35 Qntl5) D01-R09.A-4 Qntl6) D01-R10A.A-4.59 Qntl7) D01-R10B.A-4.4 Qntl8) D01-R10C.A-0.72 Qntl9) D01-R10D.A-3.45 Qntl10) D01-R10E.A-3.45 Qntl11) D01-R10F.A-0.59 Qntl12) D01-R10G.A-2.77 Qntl13) D01-R10H.A-4.02 Qntl14) D01-R10I.A-2.23 Qntl15) D01-R10J.A-3.44 Qntl16) D01-R10K.A-3.44 Qntl17) D01-R10L.A-4.03 Qntl18) D01-R10M.A-0.86 Qntl19) D01-R10N.A-0.87 Qntl20) D01-R10O.A-0.56 Qntl21) D01-R10P.A-0.65 Qntl22) D01-R10Q.A-3.15 Qntl23) D01-R10R.A-0.88 Qntl24) D01-R10S.A-0.52 Qntl25) D01-R10T.A-0.71 Qntl26) D01-R11A.A-1.18 Qntl27) D01-R12A.A-3.44 Qntl28) D01-R12C.A-5.64 Qntl29) D01-R12D.A-4.61 Qntl30) D01-R12E.A-1.42 Qntl31) D01-R12F.A-2.19 Qntl32) D01-R12G.A-4.8 Qntl33) D01-R12H.A-0.51 Qntl34) D01-R12I.A-2.5 Qntl35) D01-R12J.A-3.15 Qntl36) D01-R12K.A-3.19 Qntl37) D01-R12L.A-3.18 Qntl38) D01-R12M.A-2.13 Qntl39) D01-R12N.A-0.45 Qntl40) D01-R12O.A-0.16 Qntl41) D01-R12P.A-0.48 Qntl42) D01-R13F.A-0.86 Qntl43) D01-R13G.A-0.25 Qntl44) D01-R17.A-0.32 Qntl45) D01-R18.A-1.6 Qntl46) D01-R13C.A-0.18 Qntl47) D01-R19H.A-0.28 Qntl48) D01-R19G.A-0.33 Qntl49) D01-R19F.A-0.05 Qntl50) D01-R19E.A-0.2 Qntl51) D01-R19D.A-0.3 Qntl52) D01-R19C.A-0.76 Qntl53) D01-R19B.A-0.18 Qntl54) D01-R19A.A-0.46 Qntl55) D01-R21 A.A-1.15 Qntl56) D01-R21 B.A-0.46 Qntl57) D01-R21 C.A-1.27 Qntl58) D01-R21 D.A-0.62 Qntl59) D01-R21 E.A-1.74 Qntl60) D01-R21 F.A-0.36 Qntl61) D01-R21 G.A-0.27 Qntl62) D01-R21 L.A-0.84 Qntl63) D01-R21 M.A-0.42 Qntl64) D01-R21 N.A-1.2 Qntl65) D01-R21 O.A-0.82 Qntl66) D01-R22 A.A-1.78 Qntl67) D01-R22 B.A-1.28 Qntl68) D01-R22 C.A-0.94 Qntl69) D01-R22 D.A-1.03 Qntl70) D01-R28.A-4.69 Qntl) Total-129.07 Qntl |
| 11 | 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-R02A.A-7.92 Cum2) D01-R02B.A-4.01 Cum3) D01-R03.A-8.06 Cum4) D01-R07.A-4.07 Cum5) D01-R09.A-3.36 Cum6) D01-R10A.A-3.86 Cum7) D01-R10B.A-3.7 Cum8) D01-R10C.A-0.73 Cum9) D01-R10D.A-2.9 Cum10) D01-R10E.A-2.9 Cum11) D01-R10F.A-0.5 Cum12) D01-R10G.A-3.59 Cum13) D01-R10H.A-3.38 Cum14) D01-R10I.A-1.45 Cum15) D01-R10J.A-2.89 Cum16) D01-R10K.A-2.89 Cum17) D01-R10L.A-3.38 Cum18) D01-R10M.A-0.72 Cum19) D01-R10N.A-0.73 Cum20) D01-R10O.A-0.73 Cum21) D01-R10P.A-0.72 Cum22) D01-R10Q.A-2.65 Cum23) D01-R10R.A-0.74 Cum24) D01-R10S.A-0.68 Cum25) D01-R10T.A-0.73 Cum26) D01-R11A.A-3.38 Cum27) D01-R12A.A-2.89 Cum28) D01-R12C.A-4.74 Cum29) D01-R12D.A-3.87 Cum30) D01-R12E.A-1.45 Cum31) D01-R12F.A-1.98 Cum32) D01-R12G.A-3.74 Cum33) D01-R12H.A-0.67 Cum34) D01-R12I.A-2.55 Cum35) D01-R12J.A-2.85 Cum36) D01-R12K.A-2.88 Cum37) D01-R12L.A-2.87 Cum38) D01-R12M.A-2.17 Cum39) D01-R12N.A-0.58 Cum40) D01-R12O.A-0.42 Cum41) D01-R12P.A-0.63 Cum42) D01-R13F.A-4.91 Cum43) D01-R13G.A-0.71 Cum44) D01-R17.A-0.92 Cum45) D01-R19H.A-0.79 Cum46) D01-R19G.A-0.94 Cum47) D01-R19F.A-0.13 Cum48) D01-R19E.A-0.59 Cum49) D01-R19D.A-0.85 Cum50) D01-R19C.A-2.17 Cum51) D01-R19B.A-0.53 Cum52) D01-R19A.A-1.3 Cum53) D01-R21 A.A-0.87 Cum54) D01-R21 B.A-0.35 Cum55) D01-R21 C.A-0.96 Cum56) D01-R21 D.A-0.47 Cum57) D01-R21 E.A-1.32 Cum58) D01-R21 F.A-0.27 Cum59) D01-R21 G.A-0.2 Cum60) D01-R21 L.A-0.63 Cum61) D01-R21 M.A-0.32 Cum62) D01-R21 N.A-0.91 Cum63) D01-R21 O.A-0.63 Cum64) D01-R22 A.A-1.35 Cum65) D01-R22 B.A-0.97 Cum66) D01-R22 C.A-0.71 Cum67) D01-R22 D.A-0.78 Cum68) D01-R28.A-3.94 Cum) Total-133.48 Cum |
| 12 | 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-R02A.A-2.64 Cum2) D01-R02B.A-1.34 Cum3) D01-R03.A-2.69 Cum4) D01-R07.A-1.36 Cum5) D01-R09.A-1.12 Cum6) D01-R10A.A-1.29 Cum7) D01-R10B.A-1.23 Cum8) D01-R10C.A-0.24 Cum9) D01-R10D.A-0.97 Cum10) D01-R10E.A-0.97 Cum11) D01-R10F.A-0.17 Cum12) D01-R10G.A-1.2 Cum13) D01-R10H.A-1.13 Cum14) D01-R10I.A-0.48 Cum15) D01-R10J.A-0.96 Cum16) D01-R10K.A-0.96 Cum17) D01-R10L.A-1.13 Cum18) D01-R10M.A-0.24 Cum19) D01-R10N.A-0.24 Cum20) D01-R10O.A-0.24 Cum21) D01-R10P.A-0.24 Cum22) D01-R10Q.A-0.88 Cum23) D01-R10R.A-0.25 Cum24) D01-R10S.A-0.23 Cum25) D01-R11A.A-1.13 Cum26) D01-R10T.A-0.24 Cum27) D01-R12A.A-0.96 Cum28) D01-R12C.A-1.58 Cum29) D01-R12D.A-1.29 Cum30) D01-R12E.A-0.48 Cum31) D01-R12F.A-0.66 Cum32) D01-R12G.A-1.25 Cum33) D01-R12H.A-0.22 Cum34) D01-R12I.A-0.85 Cum35) D01-R12J.A-0.95 Cum36) D01-R12K.A-0.96 Cum37) D01-R12L.A-0.96 Cum38) D01-R12M.A-0.72 Cum39) D01-R12N.A-0.19 Cum40) D01-R12O.A-0.14 Cum41) D01-R12P.A-0.21 Cum42) D01-R13F.A-1.64 Cum43) D01-R13G.A-0.24 Cum44) D01-R17.A-0.31 Cum45) D01-R13C.A-0.17 Cum46) D01-R19H.A-0.08 Cum47) D01-R19G.A-0.15 Cum48) D01-R19E.A-0.2 Cum49) D01-R19D.A-0.27 Cum50) D01-R19B.A-0.05 Cum51) D01-R19A.A-0.43 Cum52) D01-R21 A.A-0.29 Cum53) D01-R21 B.A-0.12 Cum54) D01-R21 C.A-0.32 Cum55) D01-R21 D.A-0.16 Cum56) D01-R21 E.A-0.44 Cum57) D01-R21 F.A-0.09 Cum58) D01-R21 G.A-0.07 Cum59) D01-R21 L.A-0.21 Cum60) D01-R21 M.A-0.11 Cum61) D01-R21 N.A-0.3 Cum62) D01-R21 O.A-0.21 Cum63) D01-R22 A.A-0.45 Cum64) D01-R22 B.A-0.32 Cum65) D01-R22 C.A-0.24 Cum66) D01-R22 D.A-0.26 Cum67) D01-R28.A-1.31 Cum) Total-43.43 Cum |
| 13 | 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-R02A.A-2.64 Cum2) D01-R02B.A-1.34 Cum3) D01-R03.A-2.69 Cum4) D01-R07.A-1.36 Cum5) D01-R09.A-1.12 Cum6) D01-R10A.A-1.29 Cum7) D01-R10B.A-1.23 Cum8) D01-R10C.A-0.24 Cum9) D01-R10D.A-0.97 Cum10) D01-R10E.A-0.97 Cum11) D01-R10F.A-0.17 Cum12) D01-R10G.A-1.2 Cum13) D01-R10H.A-1.13 Cum14) D01-R10I.A-0.48 Cum15) D01-R10J.A-0.96 Cum16) D01-R10K.A-0.96 Cum17) D01-R10L.A-1.13 Cum18) D01-R10M.A-0.24 Cum19) D01-R10N.A-0.24 Cum20) D01-R10O.A-0.24 Cum21) D01-R10P.A-0.24 Cum22) D01-R10Q.A-0.88 Cum23) D01-R10R.A-0.25 Cum24) D01-R10S.A-0.23 Cum25) D01-R11A.A-1.13 Cum26) D01-R10T.A-0.24 Cum27) D01-R12A.A-0.96 Cum28) D01-R12C.A-1.58 Cum29) D01-R12D.A-1.29 Cum30) D01-R12E.A-0.48 Cum31) D01-R12F.A-0.66 Cum32) D01-R12G.A-1.25 Cum33) D01-R12H.A-0.22 Cum34) D01-R12I.A-0.85 Cum35) D01-R12J.A-0.95 Cum36) D01-R12K.A-0.96 Cum37) D01-R12L.A-0.96 Cum38) D01-R12M.A-0.72 Cum39) D01-R12N.A-0.19 Cum40) D01-R12O.A-0.14 Cum41) D01-R12P.A-0.21 Cum42) D01-R13F.A-1.64 Cum43) D01-R13G.A-0.24 Cum44) D01-R17.A-0.31 Cum45) D01-R13C.A-0.17 Cum46) D01-R19H.A-0.08 Cum47) D01-R19G.A-0.15 Cum48) D01-R19F.A-0.2 Cum49) D01-R19D.A-0.27 Cum50) D01-R19C.A-0.13 Cum51) D01-R19B.A-0.05 Cum52) D01-R19A.A-0.43 Cum53) D01-R21 A.A-0.29 Cum54) D01-R21 B.A-0.12 Cum55) D01-R21 C.A-0.32 Cum56) D01-R21 D.A-0.16 Cum57) D01-R21 E.A-0.44 Cum58) D01-R21 F.A-0.09 Cum59) D01-R21 G.A-0.07 Cum60) D01-R21 L.A-0.21 Cum61) D01-R21 M.A-0.11 Cum62) D01-R21 N.A-0.3 Cum63) D01-R21 O.A-0.21 Cum64) D01-R22 A.A-0.45 Cum65) D01-R22 B.A-0.32 Cum66) D01-R22 C.A-0.24 Cum67) D01-R22 D.A-0.26 Cum68) D01-R28.A-1.31 Cum) Total-43.56 Cum |
| 14 | 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-R02A.A-2.64 Cum2) D01-R02B.A-1.34 Cum3) D01-R03.A-2.69 Cum4) D01-R07.A-1.36 Cum5) D01-R09.A-1.12 Cum6) D01-R10A.A-1.29 Cum7) D01-R10B.A-1.23 Cum8) D01-R10C.A-0.24 Cum9) D01-R10D.A-0.97 Cum10) D01-R10E.A-0.97 Cum11) D01-R10F.A-0.17 Cum12) D01-R10G.A-1.2 Cum13) D01-R10H.A-1.13 Cum14) D01-R10I.A-0.48 Cum15) D01-R10J.A-0.96 Cum16) D01-R10K.A-0.96 Cum17) D01-R10L.A-1.13 Cum18) D01-R10M.A-0.24 Cum19) D01-R10N.A-0.24 Cum20) D01-R10O.A-0.24 Cum21) D01-R10P.A-0.24 Cum22) D01-R10Q.A-0.88 Cum23) D01-R10R.A-0.25 Cum24) D01-R10S.A-0.23 Cum25) D01-R11A.A-1.13 Cum26) D01-R10T.A-0.24 Cum27) D01-R12A.A-0.96 Cum28) D01-R12C.A-1.58 Cum29) D01-R12D.A-1.29 Cum30) D01-R12E.A-0.48 Cum31) D01-R12F.A-0.66 Cum32) D01-R12G.A-1.25 Cum33) D01-R12H.A-0.22 Cum34) D01-R12I.A-0.85 Cum35) D01-R12J.A-0.95 Cum36) D01-R12K.A-0.96 Cum37) D01-R12L.A-0.96 Cum38) D01-R12M.A-0.72 Cum39) D01-R12N.A-0.19 Cum40) D01-R12O.A-0.14 Cum41) D01-R12P.A-0.21 Cum42) D01-R13G.A-0.24 Cum43) D01-R17.A-0.31 Cum44) D01-R13C.A-0.17 Cum45) D01-R19H.A-0.08 Cum46) D01-R19G.A-0.15 Cum47) D01-R19F.A-0.2 Cum48) D01-R19D.A-0.27 Cum49) D01-R19C.A-0.13 Cum50) D01-R19B.A-0.05 Cum51) D01-R19A.A-0.43 Cum52) D01-R21 A.A-0.29 Cum53) D01-R21 B.A-0.12 Cum54) D01-R21 C.A-0.32 Cum55) D01-R21 D.A-0.16 Cum56) D01-R21 E.A-0.44 Cum57) D01-R21 F.A-0.09 Cum58) D01-R21 G.A-0.07 Cum59) D01-R21 L.A-0.21 Cum60) D01-R21 M.A-0.11 Cum61) D01-R21 N.A-0.3 Cum62) D01-R21 O.A-0.21 Cum63) D01-R22 A.A-0.45 Cum64) D01-R22 B.A-0.32 Cum65) D01-R22 C.A-0.24 Cum66) D01-R22 D.A-0.26 Cum67) D01-R28.A-1.31 Cum) Total-41.92 Cum |
| 15 | 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-R02A.A-3.96 Cum2) D01-R02B.A-2.01 Cum3) D01-R03.A-4.03 Cum4) D01-R07.A-2.03 Cum5) D01-R09.A-1.68 Cum6) D01-R10A.A-4.83 Cum7) D01-R10B.A-4.62 Cum8) D01-R10C.A-0.37 Cum9) D01-R10D.A-3.63 Cum10) D01-R10E.A-3.63 Cum11) D01-R10F.A-0.62 Cum12) D01-R10G.A-1.8 Cum13) D01-R10H.A-4.22 Cum14) D01-R10I.A-1.45 Cum15) D01-R10J.A-3.62 Cum16) D01-R10K.A-3.62 Cum17) D01-R10L.A-4.23 Cum18) D01-R10M.A-0.9 Cum19) D01-R10N.A-0.92 Cum20) D01-R10O.A-0.36 Cum21) D01-R10P.A-0.36 Cum22) D01-R10Q.A-3.31 Cum23) D01-R10R.A-0.92 Cum24) D01-R10T.A-0.36 Cum25) D01-R11A.A-4.22 Cum26) D01-R12A.A-1.45 Cum27) D01-R12C.A-9.49 Cum28) D01-R12D.A-4.84 Cum29) D01-R12E.A-0.72 Cum30) D01-R12F.A-0.99 Cum31) D01-R12G.A-1.87 Cum32) D01-R12H.A-0.33 Cum33) D01-R12I.A-1.27 Cum34) D01-R12J.A-1.42 Cum35) D01-R12K.A-1.44 Cum36) D01-R12L.A-1.44 Cum37) D01-R12M.A-1.08 Cum38) D01-R12N.A-0.29 Cum39) D01-R12O.A-0.11 Cum40) D01-R12P.A-0.31 Cum41) D01-R13F.A-2.46 Cum42) D01-R13G.A-0.35 Cum43) D01-R17.A-0.81 Cum44) D01-R18.A-2.28 Cum45) D01-R13C.A-0.26 Cum46) D01-R19H.A-0.11 Cum47) D01-R19G.A-0.23 Cum48) D01-R19F.A-0.29 Cum49) D01-R19D.A-0.41 Cum50) D01-R19C.A-0.19 Cum51) D01-R19B.A-0.07 Cum52) D01-R19A.A-0.65 Cum53) D01-R21 A.A-0.44 Cum54) D01-R21 B.A-0.18 Cum55) D01-R21 C.A-0.48 Cum56) D01-R21 D.A-0.23 Cum57) D01-R21 E.A-0.66 Cum58) D01-R21 F.A-0.14 Cum59) D01-R21 G.A-0.1 Cum60) D01-R21 L.A-0.32 Cum61) D01-R21 M.A-0.16 Cum62) D01-R21 N.A-0.45 Cum63) D01-R21 O.A-0.31 Cum64) D01-R22 A.A-0.68 Cum65) D01-R22 B.A-0.49 Cum66) D01-R22 C.A-0.36 Cum67) D01-R22 D.A-0.39 Cum68) D01-R28.A-1.97 Cum) Total-104.22 Cum |
| 16 | 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-R02A.A-26.4 Sqm2) D01-R02B.A-13.38 Sqm3) D01-R03.A-26.88 Sqm4) D01-R07.A-13.56 Sqm5) D01-R09.A-11.21 Sqm6) D01-R10A.A-32.18 Sqm7) D01-R10B.A-30.83 Sqm8) D01-R10C.A-2.45 Sqm9) D01-R10D.A-24.19 Sqm10) D01-R10E.A-24.19 Sqm11) D01-R10F.A-4.13 Sqm12) D01-R10G.A-11.97 Sqm13) D01-R10H.A-28.16 Sqm14) D01-R10I.A-9.66 Sqm15) D01-R10J.A-24.11 Sqm16) D01-R10K.A-24.11 Sqm17) D01-R10L.A-28.2 Sqm18) D01-R10M.A-6 Sqm19) D01-R10N.A-6.11 Sqm20) D01-R10O.A-2.43 Sqm21) D01-R10P.A-2.4 Sqm22) D01-R10Q.A-22.09 Sqm23) D01-R10R.A-6.15 Sqm24) D01-R10T.A-2.43 Sqm25) D01-R11A.A-28.16 Sqm26) D01-R12A.A-9.65 Sqm27) D01-R12C.A-63.24 Sqm28) D01-R12D.A-32.29 Sqm29) D01-R12E.A-4.83 Sqm30) D01-R12F.A-6.6 Sqm31) D01-R12G.A-12.47 Sqm32) D01-R12H.A-2.22 Sqm33) D01-R12I.A-8.49 Sqm34) D01-R12J.A-9.5 Sqm35) D01-R12K.A-9.6 Sqm36) D01-R12L.A-9.57 Sqm37) D01-R12M.A-7.23 Sqm38) D01-R12N.A-1.94 Sqm39) D01-R12O.A-0.71 Sqm40) D01-R12P.A-2.09 Sqm41) D01-R13F.A-16.38 Sqm42) D01-R13G.A-2.36 Sqm43) D01-R17.A-3.06 Sqm44) D01-R18.A-15.2 Sqm45) D01-R13C.A-1.73 Sqm46) D01-R19H.A-0.75 Sqm47) D01-R19G.A-1.5 Sqm48) D01-R19F.A-1.95 Sqm49) D01-R19D.A-2.7 Sqm50) D01-R19C.A-1.28 Sqm51) D01-R19B.A-0.45 Sqm52) D01-R19A.A-4.34 Sqm53) D01-R21 A.A-2.91 Sqm54) D01-R21 B.A-1.17 Sqm55) D01-R21 C.A-3.21 Sqm56) D01-R21 D.A-1.56 Sqm57) D01-R21 E.A-4.4 Sqm58) D01-R21 F.A-0.92 Sqm59) D01-R21 G.A-0.68 Sqm60) D01-R21 L.A-2.12 Sqm61) D01-R21 M.A-1.07 Sqm62) D01-R21 N.A-3.03 Sqm63) D01-R21 O.A-2.09 Sqm64) D01-R22 A.A-4.5 Sqm65) D01-R22 B.A-3.24 Sqm66) D01-R22 C.A-2.37 Sqm67) D01-R22 D.A-2.61 Sqm68) D01-R28.A-13.14 Sqm) Total-692.53 Sqm |
| 17 | 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-R02A.A-18.48 Sqm2) D01-R02B.A-13.38 Sqm3) D01-R03.A-20.43 Sqm4) D01-R07.A-13.56 Sqm5) D01-R09.A-11.21 Sqm6) D01-R10A.A-12.87 Sqm7) D01-R10B.A-12.33 Sqm8) D01-R10C.A-2.45 Sqm9) D01-R10D.A-9.68 Sqm10) D01-R10E.A-9.68 Sqm11) D01-R10F.A-1.65 Sqm12) D01-R10G.A-16.76 Sqm13) D01-R10H.A-11.27 Sqm14) D01-R10I.A-9.66 Sqm15) D01-R10J.A-9.65 Sqm16) D01-R10K.A-9.65 Sqm17) D01-R10L.A-11.28 Sqm18) D01-R10M.A-2.4 Sqm19) D01-R10N.A-2.45 Sqm20) D01-R10O.A-6.08 Sqm21) D01-R10P.A-2.4 Sqm22) D01-R10Q.A-8.84 Sqm23) D01-R10R.A-2.46 Sqm24) D01-R10T.A-2.43 Sqm25) D01-R11A.A-22.53 Sqm26) D01-R12A.A-5.79 Sqm27) D01-R12C.A-15.81 Sqm28) D01-R12D.A-12.92 Sqm29) D01-R12E.A-2.42 Sqm30) D01-R12F.A-3.3 Sqm31) D01-R12G.A-12.47 Sqm32) D01-R12H.A-2.22 Sqm33) D01-R12I.A-8.49 Sqm34) D01-R12J.A-9.5 Sqm35) D01-R12K.A-9.6 Sqm36) D01-R12L.A-9.57 Sqm37) D01-R12M.A-7.23 Sqm38) D01-R12N.A-1.94 Sqm39) D01-R12O.A-0.71 Sqm40) D01-R12P.A-2.09 Sqm41) D01-R13F.A-8.19 Sqm42) D01-R13G.A-2.36 Sqm43) D01-R17.A-5.4 Sqm44) D01-R18.A-15.2 Sqm45) D01-R13C.A-1.73 Sqm46) D01-R19H.A-0.75 Sqm47) D01-R19G.A-1.5 Sqm48) D01-R19F.A-1.95 Sqm49) D01-R19D.A-2.7 Sqm50) D01-R19C.A-1.28 Sqm51) D01-R19B.A-0.45 Sqm52) D01-R19A.A-4.34 Sqm53) D01-R21 A.A-2.91 Sqm54) D01-R21 B.A-1.17 Sqm55) D01-R21 C.A-3.21 Sqm56) D01-R21 D.A-1.56 Sqm57) D01-R21 E.A-4.4 Sqm58) D01-R21 F.A-0.92 Sqm59) D01-R21 G.A-0.68 Sqm60) D01-R21 L.A-2.12 Sqm61) D01-R21 M.A-1.07 Sqm62) D01-R21 N.A-3.03 Sqm63) D01-R21 O.A-2.09 Sqm64) D01-R22 A.A-4.5 Sqm65) D01-R22 B.A-3.24 Sqm66) D01-R22 C.A-2.37 Sqm67) D01-R22 D.A-2.61 Sqm68) D01-R28.A-6.57 Sqm) Total-435.94 Sqm |
| 18 | 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-R13F.A-1 Each2) D01-R13G.A-1 Each3) D01-R17.A-1 Each) Total-3 Each |
| 19 | 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.) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-1 Each2) D01-R02B.A-1 Each3) D01-R03.A-1 Each4) D01-R07.A-1 Each5) D01-R09.A-1 Each6) D01-R10A.A-1 Each7) D01-R10B.A-1 Each8) D01-R10C.A-1 Each9) D01-R10D.A-1 Each10) D01-R10E.A-1 Each11) D01-R10F.A-1 Each12) D01-R10G.A-1 Each13) D01-R10H.A-1 Each14) D01-R10I.A-1 Each15) D01-R10J.A-1 Each16) D01-R10K.A-1 Each17) D01-R10L.A-1 Each18) D01-R10M.A-1 Each19) D01-R10N.A-1 Each20) D01-R10O.A-1 Each21) D01-R10P.A-1 Each22) D01-R10Q.A-1 Each23) D01-R10R.A-1 Each24) D01-R10S.A-1 Each25) D01-R11A.A- Each26) D01-R10T.A-1 Each27) D01-R12A.A-1 Each28) D01-R12C.A-1 Each29) D01-R12D.A-1 Each30) D01-R12E.A-1 Each31) D01-R12F.A-1 Each32) D01-R12G.A-1 Each33) D01-R12H.A-1 Each34) D01-R12I.A-1 Each35) D01-R12J.A-1 Each36) D01-R12K.A-1 Each37) D01-R12L.A-1 Each38) D01-R12M.A-1 Each39) D01-R12N.A-1 Each40) D01-R12O.A-1 Each41) D01-R12P.A-1 Each42) D01-R13F.A-1 Each43) D01-R17.A-1 Each44) D01-R18.A-1 Each45) D01-R13C.A-1 Each46) D01-R19H.A-1 Each47) D01-R19G.A-1 Each48) D01-R19F.A-1 Each49) D01-R19E.A-1 Each50) D01-R19D.A-1 Each51) D01-R19C.A-1 Each52) D01-R19B.A-1 Each53) D01-R21 A.A-1 Each54) D01-R21 B.A-0 Each55) D01-R21 C.A-1 Each56) D01-R21 D.A-1 Each57) D01-R21 E.A-1 Each58) D01-R21 F.A-1 Each59) D01-R21 G.A-1 Each60) D01-R21 L.A-1 Each61) D01-R21 M.A-1 Each62) D01-R21 N.A-1 Each63) D01-R21 O.A-0 Each64) D01-R22 A.A-1 Each65) D01-R22 B.A-1 Each66) D01-R22 C.A-1 Each67) D01-R22 D.A-1 Each68) D01-R28.A-1 Each) Total-65 Each |
| 20 | 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-R02A.A-97.02 Sqm 2) D01-R02B.A-49.1715 Sqm 3) D01-R03.A-98.78 Sqm 4) D01-R07.A-49.83 Sqm 5) D01-R09.A-41.18 Sqm 6) D01-R10A.A-47.3 Sqm 7) D01-R10B.A-45.31 Sqm 8) D01-R10C.A-5.99 Sqm 9) D01-R10D.A-35.56 Sqm 10) D01-R10E.A-35.56 Sqm 11) D01-R10F.A-4.04 Sqm 12) D01-R10G.A-37.71 Sqm 13) D01-R10H.A-41.4 Sqm 14) D01-R10I.A-35.5 Sqm 15) D01-R10J.A-35.45 Sqm 16) D01-R10K.A-23.63 Sqm 17) D01-R10L.A-41.45 Sqm 18) D01-R10M.A-8.82 Sqm 19) D01-R10N.A-8.99 Sqm 20) D01-R10O.A-8.93 Sqm 21) D01-R10P.A-2.24 Sqm 22) D01-R10Q.A-32.47 Sqm 23) D01-R10R.A-9.04 Sqm 24) D01-R10S.A-8.32 Sqm 25) D01-R11A.A-27.6 Sqm 26) D01-R10T.A-8.93 Sqm 27) D01-R12A.A-30.38 Sqm 28) D01-R12C.A-59.76 Sqm 29) D01-R12D.A-47.46 Sqm 30) D01-R12E.A-15.21 Sqm 31) D01-R12F.A-20.79 Sqm 32) D01-R12G.A-39.26 Sqm 33) D01-R12H.A-6.99 Sqm 34) D01-R12I.A-27 Sqm 35) D01-R12J.A-30.19 Sqm 36) D01-R12K.A-30.53 Sqm 37) D01-R12L.A-30.43 Sqm 38) D01-R12M.A-22.77 Sqm 39) D01-R12N.A-6.1 Sqm 40) D01-R12O.A-4.44 Sqm 41) D01-R12P.A-6.57 Sqm 42) D01-R13F.A-25.7985 Sqm 43) D01-R13G.A-7.41825 Sqm 44) D01-R17.A-9.828 Sqm 45) D01-R18.A-49.1715 Sqm 46) D01-R19H.A-6.89 Sqm 47) D01-R19G.A-11.466 Sqm 48) D01-R19F.A-1.6 Sqm 49) D01-R19E.A-7.16625 Sqm 50) D01-R19D.A-10.3635 Sqm 51) D01-R19C.A-26.57025 Sqm 52) D01-R19B.A-6.449625 Sqm 53) D01-R19A.A-15.931125 Sqm 54) D01-R21 A.A-10.69 Sqm 55) D01-R21 B.A-0 Sqm 56) D01-R21 C.A-11.8 Sqm 57) D01-R21 D.A-5.73 Sqm 58) D01-R21 E.A-16.15 Sqm 59) D01-R21 F.A-3.36 Sqm 60) D01-R21 G.A-2.48 Sqm 61) D01-R21 L.A-7.77 Sqm 62) D01-R21 M.A-3.91 Sqm 63) D01-R21 N.A-11.14 Sqm 64) D01-R21 O.A-0 Sqm 65) D01-R22 A.A-16.54 Sqm 66) D01-R22 B.A-11.91 Sqm 67) D01-R22 C.A-8.71 Sqm 68) D01-R22 D.A-14.33 Sqm 69) D01-R28.A-48.29 Sqm ) Total-1564.8245 Sqm |
| 21 | 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-R02A.A-59 Each2) D01-R02B.A-45 Each3) D01-R03.A-60 Each4) D01-R07.A-45 Each5) D01-R09.A-37 Each6) D01-R10A.A-43 Each7) D01-R10B.A-41 Each8) D01-R10C.A-5 Each9) D01-R10D.A-9 Each10) D01-R10E.A-32 Each11) D01-R10F.A-2 Each12) D01-R10G.A-27 Each13) D01-R10H.A-37 Each14) D01-R10I.A-32 Each15) D01-R10J.A-32 Each16) D01-R10K.A-32 Each17) D01-R10L.A-35 Each18) D01-R10M.A-4 Each19) D01-R10N.A-5 Each20) D01-R10O.A-8 Each21) D01-R10P.A-3 Each22) D01-R10Q.A-29 Each23) D01-R10R.A-5 Each24) D01-R10S.A-8 Each25) D01-R11A.A-25 Each26) D01-R10T.A-2 Each27) D01-R12A.A-21 Each28) D01-R12C.A-53 Each29) D01-R12D.A-43 Each30) D01-R12E.A-11 Each31) D01-R12F.A-15 Each32) D01-R12G.A-28 Each33) D01-R12H.A-5 Each34) D01-R12I.A-19 Each35) D01-R12J.A-21 Each36) D01-R12K.A-21 Each37) D01-R12L.A-21 Each38) D01-R12M.A-16 Each39) D01-R12N.A-4 Each40) D01-R12O.A-3 Each41) D01-R12P.A-5 Each42) D01-R13F.A-28 Each43) D01-R13G.A-8 Each44) D01-R17.A-7 Each45) D01-R18.A-45 Each46) D01-R19H.A-6 Each47) D01-R19G.A-10 Each48) D01-R19F.A-1 Each49) D01-R19E.A-6 Each50) D01-R19D.A-10 Each51) D01-R19C.A-24 Each52) D01-R19B.A-6 Each53) D01-R19A.A-14 Each54) D01-R21 A.A-10 Each55) D01-R21 B.A-0 Each56) D01-R21 C.A-11 Each57) D01-R21 D.A-5 Each58) D01-R21 E.A-15 Each59) D01-R21 F.A-3 Each60) D01-R21 G.A-2 Each61) D01-R21 L.A-7 Each62) D01-R21 M.A-0 Each63) D01-R21 N.A-10 Each64) D01-R21 O.A-0 Each65) D01-R22 A.A-15 Each66) D01-R22 B.A-11 Each67) D01-R22 C.A-8 Each68) D01-R22 D.A-9 Each69) D01-R28.A-44 Each) Total-1263 Each |
| 22 | 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-R02A.A-2 Each2) D01-R03.A-2 Each3) D01-R07.A-2 Each4) D01-R09.A-1 Each5) D01-R10A.A-1 Each6) D01-R10B.A-1 Each7) D01-R10C.A-1 Each8) D01-R10D.A-1 Each9) D01-R10E.A-1 Each10) D01-R10G.A-2 Each11) D01-R10H.A-1 Each12) D01-R10I.A-1 Each13) D01-R10J.A-1 Each14) D01-R10K.A-1 Each15) D01-R10L.A-1 Each16) D01-R10O.A-1 Each17) D01-R10P.A-1 Each18) D01-R10Q.A-1 Each19) D01-R10R.A-1 Each20) D01-R10T.A-1 Each21) D01-R11A.A-1 Each22) D01-R12C.A-1 Each23) D01-R12D.A-1 Each24) D01-R18.A-2 Each25) D01-R13C.A-1 Each26) D01-R19H.A-1 Each27) D01-R19G.A-1 Each28) D01-R19E.A-1 Each29) D01-R19D.A-1 Each30) D01-R19C.A-1 Each31) D01-R22 A.A-2 Each32) D01-R22 B.A-2 Each33) D01-R22 C.A-2 Each34) D01-R22 D.A-1 Each35) D01-R28.A-1 Each) Total-44 Each |
| 23 | Providing and fixing 60cm equilateral triangle retro-reflectorised sign board as per IRC:67 ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-2 Each2) D01-R02B.A-2 Each3) D01-R03.A-2 Each4) D01-R07.A-2 Each5) D01-R09.A-3 Each6) D01-R10A.A-2 Each7) D01-R10B.A-2 Each8) D01-R10D.A-1 Each9) D01-R10E.A-2 Each10) D01-R10G.A-2 Each11) D01-R10H.A-2 Each12) D01-R10I.A-1 Each13) D01-R10J.A-2 Each14) D01-R10L.A-2 Each15) D01-R10O.A-2 Each16) D01-R10P.A-1 Each17) D01-R10Q.A-2 Each18) D01-R10R.A-2 Each19) D01-R10S.A-1 Each20) D01-R11A.A-1 Each21) D01-R12A.A-1 Each22) D01-R12C.A-2 Each23) D01-R12D.A-2 Each24) D01-R12E.A-2 Each25) D01-R12F.A-2 Each26) D01-R12G.A-2 Each27) D01-R12H.A-1 Each28) D01-R12I.A-2 Each29) D01-R12J.A-2 Each30) D01-R12K.A-2 Each31) D01-R12L.A-2 Each32) D01-R12M.A-2 Each33) D01-R12N.A-1 Each34) D01-R12O.A-1 Each35) D01-R12P.A-1 Each36) D01-R13F.A-2 Each37) D01-R13G.A-1 Each38) D01-R17.A-2 Each39) D01-R18.A-2 Each40) D01-R13C.A-1 Each41) D01-R19F.A-1 Each42) D01-R19D.A-1 Each43) D01-R19C.A-1 Each44) D01-R22 A.A-2 Each45) D01-R22 B.A-2 Each46) D01-R22 C.A-2 Each47) D01-R22 D.A-1 Each48) D01-R28.A-1 Each) Total-81 Each |
| 24 | Providing and fixing 60cm circular retro-reflectorised sign board as per IRC:67) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-2 Each2) D01-R02B.A-2 Each3) D01-R03.A-2 Each4) D01-R07.A-2 Each5) D01-R09.A-1 Each6) D01-R10A.A-2 Each7) D01-R10B.A-2 Each8) D01-R10E.A-2 Each9) D01-R10G.A-2 Each10) D01-R10H.A-2 Each11) D01-R10I.A-1 Each12) D01-R10J.A-2 Each13) D01-R10L.A-2 Each14) D01-R10Q.A-2 Each15) D01-R10R.A-1 Each16) D01-R10S.A-1 Each17) D01-R11A.A-2 Each18) D01-R12A.A-1 Each19) D01-R12C.A-2 Each20) D01-R12D.A-2 Each21) D01-R12F.A-1 Each22) D01-R12G.A-2 Each23) D01-R12H.A-1 Each24) D01-R12I.A-2 Each25) D01-R12J.A-2 Each26) D01-R12K.A-2 Each27) D01-R12L.A-2 Each28) D01-R12M.A-1 Each29) D01-R12N.A-1 Each30) D01-R12O.A-1 Each31) D01-R12P.A-1 Each32) D01-R13F.A-2 Each33) D01-R13G.A-1 Each34) D01-R18.A-1 Each35) D01-R13C.A-1 Each36) D01-R19H.A-1 Each37) D01-R19G.A-1 Each38) D01-R19E.A-1 Each39) D01-R19A.A-1 Each40) D01-R22 A.A-2 Each41) D01-R22 B.A-2 Each42) D01-R22 C.A-2 Each43) D01-R22 D.A-1 Each44) D01-R28.A-1 Each) Total-69 Each |
| 25 | Providing and fixing 80cm x 60cm rectangular retro-reflectorised sign board as per IRC:67 ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-2 Each2) D01-R03.A-2 Each3) D01-R07.A-2 Each4) D01-R09.A-1 Each5) D01-R10A.A-1 Each6) D01-R10B.A-1 Each7) D01-R10E.A-1 Each8) D01-R10G.A-2 Each9) D01-R10H.A-1 Each10) D01-R10I.A-1 Each11) D01-R10J.A-1 Each12) D01-R10L.A-1 Each13) D01-R10Q.A-1 Each14) D01-R10S.A-1 Each15) D01-R11A.A-1 Each16) D01-R12A.A-1 Each17) D01-R12C.A-1 Each18) D01-R12D.A-1 Each19) D01-R18.A-1 Each20) D01-R13C.A-1 Each21) D01-R22 A.A-2 Each22) D01-R22 B.A-2 Each23) D01-R22 C.A-2 Each24) D01-R22 D.A-1 Each25) D01-R28.A-1 Each) Total-33 Each |
| 26 | Providing and fixing 60cm x 45cm rectangular retro-reflectorised sign board as per IRC:67 ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-2 Each2) D01-R02B.A-2 Each3) D01-R03.A-2 Each4) D01-R07.A-2 Each5) D01-R09.A-2 Each6) D01-R10A.A-2 Each7) D01-R10B.A-1 Each8) D01-R10E.A-2 Each9) D01-R10G.A-2 Each10) D01-R10H.A-2 Each11) D01-R10J.A-2 Each12) D01-R10L.A-2 Each13) D01-R10Q.A-2 Each14) D01-R10S.A-1 Each15) D01-R11A.A-2 Each16) D01-R12A.A-1 Each17) D01-R12C.A-2 Each18) D01-R12D.A-2 Each19) D01-R12E.A-1 Each20) D01-R12F.A-1 Each21) D01-R12G.A-2 Each22) D01-R12I.A-1 Each23) D01-R12J.A-1 Each24) D01-R12K.A-1 Each25) D01-R12L.A-1 Each26) D01-R12M.A-1 Each27) D01-R13F.A-2 Each28) D01-R18.A-1 Each29) D01-R13C.A-1 Each30) D01-R19E.A-1 Each31) D01-R22 A.A-2 Each32) D01-R22 B.A-2 Each33) D01-R22 C.A-2 Each34) D01-R22 D.A-1 Each35) D01-R28.A-1 Each) Total-56 Each |
| 27 | Providing and fixing 90 cm octagonal retro-reflectorised sign board as per IRC:67 ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-2 Each2) D01-R03.A-2 Each3) D01-R07.A-2 Each4) D01-R09.A-2 Each5) D01-R10A.A-2 Each6) D01-R10B.A-2 Each7) D01-R10E.A-2 Each8) D01-R10G.A-2 Each9) D01-R10H.A-2 Each10) D01-R10J.A-2 Each11) D01-R10L.A-1 Each12) D01-R10Q.A-2 Each13) D01-R12A.A-2 Each14) D01-R12C.A-2 Each15) D01-R12D.A-2 Each16) D01-R12E.A-1 Each17) D01-R12F.A-1 Each18) D01-R12G.A-2 Each19) D01-R12I.A-2 Each20) D01-R12J.A-2 Each21) D01-R12K.A-2 Each22) D01-R12L.A-2 Each23) D01-R12M.A-1 Each24) D01-R22 A.A-2 Each25) D01-R13F.A-2 Each26) D01-R13G.A-1 Each27) D01-R17.A-1 Each28) D01-R13C.A-1 Each29) D01-R22 A.A-2 Each30) D01-R22 B.A-2 Each31) D01-R22 C.A-2 Each32) D01-R22 D.A-1 Each) Total-57 Each |
| 28 | Providing and fixing 90cm x 30cm rectangular retro-reflectorised sign board as per IRC:67 ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT1) D01-R02A.A-2 Each2) D01-R02B.A-1 Each3) D01-R03.A-2 Each4) D01-R07.A-2 Each5) D01-R09.A-2 Each6) D01-R10A.A-2 Each7) D01-R10B.A-2 Each8) D01-R10E.A-2 Each9) D01-R10G.A-2 Each10) D01-R10H.A-1 Each11) D01-R10J.A-2 Each12) D01-R10L.A-1 Each13) D01-R10Q.A-1 Each14) D01-R10S.A-1 Each15) D01-R11A.A-2 Each16) D01-R12A.A-1 Each17) D01-R12C.A-2 Each18) D01-R12D.A-2 Each19) D01-R12E.A-1 Each20) D01-R12F.A-1 Each21) D01-R12G.A-1 Each22) D01-R12H.A-1 Each23) D01-R12I.A-1 Each24) D01-R12J.A-1 Each25) D01-R12K.A-1 Each26) D01-R12L.A-1 Each27) D01-R12M.A-2 Each28) D01-R12N.A-1 Each29) D01-R12O.A-1 Each30) D01-R12P.A-1 Each31) D01-R18.A-1 Each32) D01-R13C.A-1 Each33) D01-R22 A.A-2 Each34) D01-R22 B.A-2 Each35) D01-R22 C.A-2 Each36) D01-R22 D.A-2 Each37) D01-R28 A-1 Each) Total-54 Each |
| 29 | 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-R02A.A-0.8 Sqm 2) D01-R02B.A-0.8 Sqm 3) D01-R03.A-0.8 Sqm 4) D01-R07.A-0.8 Sqm 5) D01-R09.A-0.8 Sqm 6) D01-R10A.A-0.8 Sqm 7) D01-R10B.A-0.8 Sqm 8) D01-R10E.A-0.8 Sqm 9) D01-R10G.A-0.8 Sqm 10) D01-R10I.A-0.8 Sqm 11) D01-R10J.A-0.8 Sqm 12) D01-R10L.A-0.8 Sqm 13) D01-R10Q.A-0.8 Sqm 14) D01-R11A.A-0.8 Sqm 15) D01-R12A.A-0.8 Sqm 16) D01-R12C.A-0.8 Sqm 17) D01-R12D.A-0.8 Sqm 18) D01-R12E.A-0.8 Sqm 19) D01-R12F.A-0.8 Sqm 20) D01-R12G.A-0.8 Sqm 21) D01-R12H.A-0.8 Sqm 22) D01-R12I.A-0.8 Sqm 23) D01-R12J.A-0.8 Sqm 24) D01-R12K.A-0.8 Sqm 25) D01-R12L.A-0.8 Sqm 26) D01-R12M.A-0.8 Sqm 27) D01-R12N.A-0.8 Sqm 28) D01-R12O.A-0.8 Sqm 29) D01-R12P.A-0.8 Sqm 30) D01-R13F.A-0.8 Sqm 31) D01-R18.A-0.8 Sqm 32) D01-R13C.A-0.8 Sqm 33) D01-R19C.A-0.8 Sqm 34) D01-R19B.A-0.8 Sqm 35) D01-R19A.A-0.8 Sqm 36) D01-R21 A.A-0.8 Sqm 37) D01-R21 B.A-0.8 Sqm 38) D01-R21 C.A-0.8 Sqm 39) D01-R21 D.A-0.8 Sqm 40) D01-R21 E.A-0.8 Sqm 41) D01-R21 F.A-0.8 Sqm 42) D01-R21 G.A-0.8 Sqm 43) D01-R21 L.A-0.8 Sqm 44) D01-R21 M.A-0.8 Sqm 45) D01-R21 N.A-0.8 Sqm 46) D01-R21 O.A-0.8 Sqm 47) D01-R22 A.A-0.8 Sqm 48) D01-R22 B.A-0.8 Sqm 49) D01-R22 C.A-0.8 Sqm 50) D01-R22 D.A-0.8 Sqm 51) D01-R28.A-0.8 Sqm ) Total-40.8 Sqm |
| 30 | 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-R02A.A-2.2 Sqm 2) D01-R03.A-2.2 Sqm 3) D01-R07.A-2.2 Sqm 4) D01-R09.A-2.2 Sqm 5) D01-R10A.A-2.2 Sqm 6) D01-R10B.A-2.2 Sqm 7) D01-R10H.A-2.2 Sqm 8) D01-R10L.A-2.2 Sqm 9) D01-R12C.A-2.2 Sqm 10) D01-R12D.A-2.2 Sqm 11) D01-R18.A-2.2 Sqm 12) D01-R13C.A-2.2 Sqm 13) D01-R19C.A-2.2 Sqm 14) D01-R22 A.A-2.2 Sqm 15) D01-R22 B.A-2.2 Sqm 16) D01-R22 C.A-2.2 Sqm 17) D01-R22 D.A-2.2 Sqm ) Total-37.4 Sqm |
| 31 | White washing two coats including approved good shell lime over the tree trunk, parapet, prepared wall, bridge railing etc. including cost, 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 -QTY UNIT1) D01-R17.A-30.6 Sqm 2) D01-R10S.A-11.3 Sqm ) Total-41.9 Sqm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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