| 1 | 1 | Item No.2.3(i)A:Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | BI01010001010000000000000515BI0100001113 | 6.66 | Hect |
|---|
| 2 | 2 | Item No.2.4(ix)B:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe | BI01010001010000000000000515BI0100001114 | 142.5 | Rm |
|---|
| 3 | 3 | Item No.3.16(a):Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slopeand compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001115 | 22366.2 | Cum |
|---|
| 4 | 4 | Item No.3.18(a): Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical Specification clause 303.1 (i) Private Land | BI01010001010000000000000515BI0100001116 | 16332.4 | Cum |
|---|
| 5 | 5 | Item No.4.1B(ii): Granular Sub-base with well Graded Material ( Table:- 400.1). By Mix in Place Method : Construction of Granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacted with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401. (II) For grading-II Material | BI01010001010000000000000515BI0100001117 | 5742 | Cum |
|---|
| 6 | 6 | Item No.4.9A(ii)c :WBM Grading 2 - Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fillup the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(A) By Manual Means | BI01010001010000000000000515BI0100001118 | 2722.5 | Cum |
|---|
| 7 | 7 | Item No.4.9A(iii)b :WBM Grading 3 - Using stone screening Type-B 11.2 mm for Gr.III - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming stone screening to fillup the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per technical specification clause 405. (A) By Manual means | BI01010001010000000000000515BI0100001119 | 2722.6 | Cum |
|---|
| 8 | 8 | Item No.5.1A(i): Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)(Including cost of testing of materials at site and laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001120 | 36300 | Sqm |
|---|
| 9 | 9 | Item No.5.2(I)(c): Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001121 | 36300 | Sqm |
|---|
| 10 | 10 | Item No.5.6(A)(i): Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001122 | 1815 | Cum |
|---|
| 11 | 11 | Item No.5.8(A)I(i): Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )(Including cost of testing of materials at site and laboratory as directed by the deptt.) | BI01010001010000000000000515BI0100001123 | 1089 | Cum |
|---|
| 12 | 12 | single row 1000mm dia HPC\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Vide item no 9.1 of SOR for Rural Roads for 2018-19. | BI01010001010000000000000515BI0100001124 | 700.1 | Cum |
|---|
| 13 | 13 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001125 | 75.35 | Cum |
|---|
| 14 | 14 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Vide item no 9.3 of SOR for Rural Roads for 2019-20. 1000mm dia | BI01010001010000000000000515BI0100001126 | 112.5 | Rm |
|---|
| 15 | 15 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 A In 1:4 cement mortar | BI01010001010000000000000515BI0100001127 | 458.28 | Cum |
|---|
| 16 | 16 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. Sand filling. Vide item no 11.2 (i) of SOR for Rural Roads for 2019-20. | BI01010001010000000000000515BI0100001128 | 169.2 | cum |
|---|
| 17 | 17 | Plastering with cement mortar (1:3), 15mm thick on brickwork in sub-structure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001129 | 403.2 | Sqm |
|---|
| 18 | 18 | Four row 1000mm dia HPC\nEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Vide item no 9.1 of SOR for Rural Roads for 2018-19. | BI01010001010000000000000515BI0100001130 | 105.1 | Cum |
|---|
| 19 | 19 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | BI01010001010000000000000515BI0100001131 | 25.06 | Cum |
|---|
| 20 | 20 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Vide item no 9.3 of SOR for Rural Roads for 2019-20. 1000mm dia | BI01010001010000000000000515BI0100001132 | 15 | Rm |
|---|
| 21 | 21 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 A In 1:4 cement mortar | BI01010001010000000000000515BI0100001133 | 54.97 | Cum |
|---|
| 22 | 22 | Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108. Sand filling. Vide item no 11.2 (i) of SOR for Rural Roads for 2019-20. | BI01010001010000000000000515BI0100001134 | 30.24 | cum |
|---|
| 23 | 23 | Plastering with cement mortar (1:3), 15mm thick on brickwork in sub-structure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001135 | 48.68 | Sqm |
|---|
| 24 | 24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 60cm equilateral triangle | BI01010001010000000000000515BI0100001136 | 10 | Each |
|---|
| 25 | 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 60cm Circular | BI01010001010000000000000515BI0100001137 | 10 | Each |
|---|
| 26 | 26 | Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001138 | 200 | Each |
|---|
| 27 | 27 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometre Stone(Precast) | BI01010001010000000000000515BI0100001139 | 7 | Each |
|---|
| 28 | 28 | Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. | BI01010001010000000000000515BI0100001140 | 1000 | Each |
|---|
| 29 | 29 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusiveof surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications | BI01010001010000000000000515BI0100001141 | 1600 | Sqm |
|---|
| 30 | 30 | Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking serviceable materials and unserviceable materials separately.) | BI01010001010000000000000515BI0100001142 | 100 | Nos |
|---|
| 31 | 31 | Supplying including installation and commissioning automatic on/off operation street lighting system with 350 Wp (175wpx2) solar module rating and energy efficient high power led lamps of 80watts with luminous flux greater that 8000 Lummens and Lumen efficiency of lic cover, housing and high efficiency LED lamps and fitted with gasket and accessories for weather and insect proof operation Battery : 12V 150 ah-02nos sealed low/ negligible maintenance batteries designed for repeated cycle operation and shall be enclosed in a cabin that has pilfer proof lock & key arrangement. Pitch Circle dia 250mm bolt length 750mm, projected bolt length 125mm. Pole foundation shall be pit of 75x75x200cm in all type of sol or rocks and filling the pit with 1:2:4 cc and muffing of the pole up to 400mm above the ground level. | BI01010001010000000000000515BI0100001143 | 3 | Each |
|---|
