| 1 | 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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.\n(i) By Manual means. (A) In area of non-thorny jungle. | BI01010001010000000000000515BI0100001113 | 5.15 | hect |
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| 2 | 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land. | BI01010001010000000000000515BI0100001114 | 29433.8 | Cum |
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| 3 | 3 | Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification clause 303.1 \n(i) Private Land. | BI01010001010000000000000515BI0100001115 | 6568.3 | Cum |
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| 4 | 4 | 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.\n(A) By Mix in Place Method ii) For Grading II Material | BI01010001010000000000000515BI0100001116 | 4538.5 | Cum |
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| 5 | 5 | 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 fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Mannual Means\nWBM Grading - II | BI01010001010000000000000515BI0100001117 | 2106.13 | Cum |
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| 6 | 6 | 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 fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\n(A) By Mannual Means.\nWBM Grading - III | BI01010001010000000000000515BI0100001118 | 2106.13 | Cum |
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| 7 | 7 | Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical specification Clause 502.\n(i) Medium Porosity. | BI01010001010000000000000515BI0100001119 | 28081.7 | Sqm |
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| 8 | 8 | Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.\n | BI01010001010000000000000515BI0100001120 | 28081.7 | Sqm |
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| 9 | 9 | Semi-Dense Bituminou Concrete (Providing and laying Semi-Dense Bituminous concrete with 100-120 TPH batch type HMP produching an average ouput of 75 tonnes per hour using crushed aggregates of specific grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, layinng with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignement, rolling with smooth wheelled, vibratory and tendem rollers to achieved the desired compaction as per MoSRT&H cl. no. 508. complete in all respect.\nB. (ii) for Grading - II (10mm nominal size) | BI01010001010000000000000515BI0100001121 | 842.45 | Cum |
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| 10 | 10 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.\n | BI01010001010000000000000515BI0100001122 | 3.6 | Sqm |
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| 11 | 11 | 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.\n(ii) 60 cm equilateral tringle | BI01010001010000000000000515BI0100001123 | 28 | Each |
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| 12 | 12 | 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..\n(iii) 60 cm circular | BI01010001010000000000000515BI0100001124 | 28 | Each |
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| 13 | 13 | 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.\n(iv) 80 cm x 60 cm rectangular | BI01010001010000000000000515BI0100001125 | 8 | Each |
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| 14 | 14 | 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.\n(v) 60 cmx 60 cm Square | BI01010001010000000000000515BI0100001126 | 16 | Each |
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| 15 | 15 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 | BI01010001010000000000000515BI0100001127 | 80 | No |
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| 16 | 16 | 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\nii) Ordinary Kilometer Stone (Precast) | BI01010001010000000000000515BI0100001128 | 8 | No |
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| 17 | 17 | 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\niii) 200 m stone (precast) | BI01010001010000000000000515BI0100001129 | 30 | No |
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| 18 | 18 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: \nProviding 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 exclusive of surface applied glass beads as per IRC:35.\nThe finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications\n | BI01010001010000000000000515BI0100001130 | 1837.5 | Sqm |
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| 19 | 19 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.\n | BI01010001010000000000000515BI0100001131 | 400 | Each |
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| 20 | 20 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.\nThe rate per sqm of premix carpet and road marking may be adopted from Chapters 5 & 10 respectively for the quantities calculated from approved drawings. | BI01010001010000000000000515BI0100001132 | 6 | No |
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| 21 | 21 | Planting of Trees and their Maintenance for three 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. | BI01010001010000000000000515BI0100001133 | 900 | each |
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| 22 | 22 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land | BI01010001010000000000000515BI0100001134 | 1125 | Cum |
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| 23 | 23 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.(Rate as per analysis) | BI01010001010000000000000515BI0100001135 | 945 | Cum |
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| 24 | 24 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I. Stone/Boulder (including toe protection)(Rate as per analysis) | BI01010001010000000000000515BI0100001136 | 537.49 | Cum |
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| 25 | 25 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.(Rate as per analysis) | BI01010001010000000000000515BI0100001137 | 268.33 | Cum |
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| 26 | 26 | Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete. | BI01010001010000000000000515BI0100001138 | 20 | RM |
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| 27 | 27 | Construction of Brick Work Dustbin at Road Side.\nEarth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.\nI. Ordinary Soil\n(i) upto 3.00 m depth | BI01010001010000000000000515BI0100001139 | 7.72 | Cum |
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| 28 | 28 | PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone :\n i) PCC Grade M10\n (i) Nominal Mix 1:3:6 (Hand mixing) | BI01010001010000000000000515BI0100001140 | 1.29 | Cum |
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| 29 | 29 | Item - 3/12.6: - Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in sub structure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202. | BI01010001010000000000000515BI0100001141 | 0.17 | MT |
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| 30 | 30 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 &1204. A. With Crushed Stone :\niii) RCC GRADE M20\n(i) Height up to 5m | BI01010001010000000000000515BI0100001142 | 1.75 | Cum |
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| 31 | 31 | Item -5/11.5 :- Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203\ni) Brick masonary in 1:3 cement mortar | BI01010001010000000000000515BI0100001143 | 2.85 | Cum |
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| 32 | 32 | Item - 6/12.1 :- Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204\nii) Brick masonary in 1:4 cement mortar | BI01010001010000000000000515BI0100001144 | 5.78 | Cum |
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| 33 | 33 | Item - 7/12.3 :-Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | BI01010001010000000000000515BI0100001145 | 75.3 | Sqm |
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| 34 | 34 | Item - 8/10.5 :- Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001146 | 75.3 | Sqm |
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| 35 | 35 | Item - 9/11.2 (i) : - Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9 | BI01010001010000000000000515BI0100001147 | 1.22 | Cum |
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| 36 | 36 | Item - 10/11.4 :- PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone :\n i) PCC Grade M15\n (i) Nominal Mix 1:2.5:5 (Hand Mixing) | BI01010001010000000000000515BI0100001148 | 1.53 | Cum |
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| 37 | 37 | Item - 11/17.11 (Building SOR) :- Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). | BI01010001010000000000000515BI0100001149 | 1.22 | Qtl |
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| 38 | 38 | Construction of R.C.C. box cell bridge for opening : 1 Cell, size -2.00m x 2.00m. (L=8.45m)\n Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. | BI01010001010000000000000515BI0100001150 | 80 | Cum |
|---|
| 39 | 39 | Item - 2/11.2 (i) : - Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9 | BI01010001010000000000000515BI0100001151 | 5.89 | Cum |
|---|
| 40 | 40 | Item -3/11.4 :- PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone :\n i) PCC Grade M10\n (i) Nominal Mix 1:3:6 | BI01010001010000000000000515BI0100001152 | 3.4 | Cum |
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| 41 | 41 | Item -4/11.4 :- PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone : iii). PCC Grade M20\n (i) Nominal Mix 1:2:4 | BI01010001010000000000000515BI0100001153 | 2.71 | Cum |
|---|
| 42 | 42 | Item -5/12.5(A):- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 &1204. | BI01010001010000000000000515BI0100001154 | 15.81 | Cum |
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| 43 | 43 | Item -6/13.1:- Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5\n | BI01010001010000000000000515BI0100001155 | 6.37 | Cum |
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| 44 | 44 | Item - 7/12.6: - Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in sub structure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202. | BI01010001010000000000000515BI0100001156 | 1.27 | MT |
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| 45 | 45 | Item - 8/13.2: - Supplying, fitting and placing TMTTMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001157 | 0.51 | MT |
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| 46 | 46 | Item -9/13.5: - Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3\n B. With Natural Gravel : | BI01010001010000000000000515BI0100001158 | 1.47 | Cum |
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| 47 | 47 | Item-10/12.9: - Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of structures with slope of 1(V) : 20(H) towards drawing force complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001159 | 8 | No |
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| 48 | 48 | Item-11/12.10 :-Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001160 | 51.81 | Cum |
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| 49 | 49 | Item -12/14.9 :- Providing and laying curtain walls complete as per drawing and Technical Specifications Clause 1304. | BI01010001010000000000000515BI0100001161 | 7.03 | Cum |
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| 50 | 50 | Item-13/14.10 :- Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall. | BI01010001010000000000000515BI0100001162 | 19.5 | Cum |
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| 51 | 51 | Item-18/10.5 :- Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concretes surfaces as per drawing and technical specification clause 1701. | BI01010001010000000000000515BI0100001163 | 14.1 | Sqm |
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| 52 | 52 | Construction of R.C.C. box cell bridge for opening : 1 Cell, size -1.00m x 1.00m (L=8.45m)\n Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. | BI01010001010000000000000515BI0100001164 | 39.65 | Cum |
|---|
| 53 | 53 | Item - 2/11.2 (i) : - Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9 | BI01010001010000000000000515BI0100001165 | 3.53 | Cum |
|---|
| 54 | 54 | Item -3/11.4 :- PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone :\n i) PCC Grade M10\n (i) Nominal Mix 1:3:6 | BI01010001010000000000000515BI0100001166 | 2.72 | Cum |
|---|
| 55 | 55 | Item -4/11.4 :- PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone : iii). PCC Grade M20\n (i) Nominal Mix 1:2:4 | BI01010001010000000000000515BI0100001167 | 1.63 | Cum |
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| 56 | 56 | Item -5/12.5(A):- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 &1204. | BI01010001010000000000000515BI0100001168 | 8.76 | Cum |
|---|
| 57 | 57 | Item -6/13.1:- Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5\n | BI01010001010000000000000515BI0100001169 | 3.9 | Cum |
|---|
| 58 | 58 | Item - 7/12.6: - Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in sub structure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202. | BI01010001010000000000000515BI0100001170 | 0.79 | MT |
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| 59 | 59 | Item - 8/13.2: - Supplying, fitting and placing TMTTMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001171 | 0.35 | MT |
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| 60 | 60 | Item -9/13.5: - Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3\n B. With Natural Gravel : | BI01010001010000000000000515BI0100001172 | 0.88 | Cum |
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| 61 | 61 | Item-10/12.9: - Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of structures with slope of 1(V) : 20(H) towards drawing force complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001173 | 8 | No |
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| 62 | 62 | Item-11/12.10 :-Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001174 | 17.66 | Cum |
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| 63 | 63 | Item -12/14.9 :- Providing and laying curtain walls complete as per drawing and Technical Specifications Clause 1304. | BI01010001010000000000000515BI0100001175 | 5.91 | Cum |
|---|
| 64 | 64 | Item-18/10.5 :- Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concretes surfaces as per drawing and technical specification clause 1701. | BI01010001010000000000000515BI0100001176 | 8.42 | Sqm |
|---|
| 65 | 65 | Construction of R.C.C. box cell bridge for opening : 1 Cell, size -1.00m x 1.00m (L=7.50m)\n Earth work in excavation of foundation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material. | BI01010001010000000000000515BI0100001177 | 227.09 | Cum |
|---|
| 66 | 66 | Item - 2/11.2 (i) : - Sand Filling in foundation trenches as per drawing and Technical Specification 305.3.9 | BI01010001010000000000000515BI0100001178 | 18.63 | Cum |
|---|
| 67 | 67 | Item -3/11.4 :- PCC 1:3:6 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone :\n i) PCC Grade M10\n (i) Nominal Mix 1:3:6 | BI01010001010000000000000515BI0100001179 | 16.32 | Cum |
|---|
| 68 | 68 | Item -4/11.4 :- PCC 1:2:4 in foundation. Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.\n A. With Crushed Stone : iii). PCC Grade M20\n (i) Nominal Mix 1:2:4 | BI01010001010000000000000515BI0100001180 | 8.91 | Cum |
|---|
| 69 | 69 | Item -5/12.5(A):- Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 &1204. | BI01010001010000000000000515BI0100001181 | 47.45 | Cum |
|---|
| 70 | 70 | Item -6/13.1:- Providing & Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5\n | BI01010001010000000000000515BI0100001182 | 21.13 | Cum |
|---|
| 71 | 71 | Item - 7/12.6: - Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in sub structure complete as per drawings and technical specifications Clauses 1002, 1005, 1010 & 1202. | BI01010001010000000000000515BI0100001183 | 4.33 | MT |
|---|
| 72 | 72 | Item - 8/13.2: - Supplying, fitting and placing TMTTMT (Fe-500D) reinforcement bar (From Primary Producer : TATA/SAIL/Esser Steel/Jindal Steel/Shyam Steel/RINL) in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. | BI01010001010000000000000515BI0100001184 | 1.91 | MT |
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| 73 | 73 | Item -9/13.5: - Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3\n B. With Natural Gravel : | BI01010001010000000000000515BI0100001185 | 4.66 | Cum |
|---|
| 74 | 74 | Item-10/12.9: - Providing weepholes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of structures with slope of 1(V) : 20(H) towards drawing force complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | BI01010001010000000000000515BI0100001186 | 48 | No |
|---|
| 75 | 75 | Item-11/12.10 :-Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 | BI01010001010000000000000515BI0100001187 | 74.52 | Cum |
|---|
| 76 | 76 | Item -12/14.9 :- Providing and laying curtain walls complete as per drawing and Technical Specifications Clause 1304. | BI01010001010000000000000515BI0100001188 | 35.46 | Cum |
|---|
| 77 | 77 | Item-18/10.5 :- Painting two coats including primer coat after filling the surface with synthetic enamal paint I all shades on new, plastered/ concretes surfaces as per drawing and technical specification clause 1701. | BI01010001010000000000000515BI0100001189 | 50.52 | Sqm |
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