| 1 | 1 | DAR | BI01010001010000000000000515BI0100001113 | | |
|---|
| 2 | 1.01 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001114 | 276.2 | cum |
|---|
| 3 | 1.02 | od1716/2019_2020 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001115 | 140 | cum |
|---|
| 4 | 1.03 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001116 | 80 | cum |
|---|
| 5 | 1.04 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001117 | 58.5 | cum |
|---|
| 6 | 1.05 | 4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | BI01010001010000000000000515BI0100001118 | 30 | sqm |
|---|
| 7 | 2 | Road work (MoRD) | BI01010001010000000000000515BI0100001119 | | |
|---|
| 8 | 2.01 | 5.2.1a : Tack Coat<br>\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001120 | 1510 | sqm |
|---|
| 9 | 2.02 | 5.9.2.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t\t<br>\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t<br>\t\t\t\t\t\t\t\nCase - II By Mechanical Means\t\t\t\t\t\t\t\t:-\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001121 | 1510 | sqm |
|---|
| 10 | 2.03 | 5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t\t\t\t\t\t\t\t<br>\nB.\tBy Mechanical Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t\t\t\t\t\t\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001122 | 1510 | sqm |
|---|
| 11 | 2.04 | 15.3.1 : Maintenace of bituminous surface road\t\t<br>\t\t\nRepair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503. | BI01010001010000000000000515BI0100001123 | 6 | cum |
|---|
| 12 | 2.05 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001124 | 114.5 | cum |
|---|
| 13 | 2.06 | 11.4.3.2 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20(ii) Nominal mix 1:2:4 (Hand mixed) | BI01010001010000000000000515BI0100001125 | 123 | cum |
|---|
| 14 | 2.07 | 12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.R.C.C grade M 20 | BI01010001010000000000000515BI0100001126 | 70 | cum |
|---|
| 15 | 2.08 | 12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | BI01010001010000000000000515BI0100001127 | 6.5 | tonne |
|---|
| 16 | 2.09 | od1762/2019_2020 : Engaging labour for cleaning the existing drain and placing ht cover slabs | BI01010001010000000000000515BI0100001128 | 200 | metre |
|---|
| 17 | 2.1 | 9.7 : Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | BI01010001010000000000000515BI0100001129 | 6 | metre |
|---|
