Meghalaya Infrastructure Development Finance Corporation Ltd has published Upgradation/Improvement Of Bajengdoba Resubelpara Mendipathar Damra Road. Submission Date for this Tender is 10-07-2020. Road Work Tenders in Bajengdoba Resubelpara Mendipathar Damra Road Meghalaya. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Mar-2020 | Extension of Bid | Date | 15-04-2020 |
| 2 | 15-Apr-2020 | Extension of Bid 2 | Date | 11-05-2020 |
| 3 | 07-May-2020 | Modified BOQ 2 | Other | 11-05-2020 |
| 4 | 07-May-2020 | Drawings corrigendum | Other | 11-05-2020 |
| 5 | 11-May-2020 | Extension of Bid 3 | Date | 05-06-2020 |
| 6 | 03-Jun-2020 | Extension of Bid 3A | Date | 26-06-2020 |
| 7 | 15-Jun-2020 | Modified Bidding Document and BOQ | Other | 26-06-2020 |
| 8 | 24-Jun-2020 | Modified Bidding Document and BOQ 2 | Other | 26-06-2020 |
| 9 | 25-Jun-2020 | Extension of Bid 3B | Date | 10-07-2020 |
| Name of Work: Upgradation/Improvement of Bajengdoba-Resubelpara-Mendipathar-Damra Road (L=35.82 Km) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | GENERAL ITEMS | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | Provide 4x4 WD minimum 120 PS engine power 1(one) No. (Hard top) vehicle with A/C for use by the PIU Engineer including driver, Fuel etc. as per Technical specification............. | BI01010001010000000000000515BI0100001114 | 42 | Vehicle Month |
| 3 | 1.02 | Clearing roadside vegetation, brush wood mooli bamboos, overgrown grass, removal of landslides/debries of about 10 cum at a place, restoration of rain cuts, filling potholes with approved hard material and patch repairs with open-graded premix surfacing, 20 mm and temporary restoration work with form of a palasiding with empty bags filled with approved quality earth/sand/moorum/gravel etc. as per technical specification..... | BI01010001010000000000000515BI0100001115 | 720 | km-month |
| 4 | 2 | SITE CLEARANCE AND DISMANTLING | BI01010001010000000000000515BI0100001116 | ||
| 5 | 2.01 | Clearing and Grubbing Road Land . \n(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)\n | BI01010001010000000000000515BI0100001117 | ||
| 6 | 2.011 | By Manual Means:-\nIn area of light jungle | BI01010001010000000000000515BI0100001118 | 12.54 | Hect. |
| 7 | 2.02 | Cutting of trees, including cutting of trunks, branches and removal of stumps and stumps of trees cut earlier, roots, stacking of serviceable material with all lifts and upto a lead of 1000 m and earth filling in the depression/pit. | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.021 | ii) Girth from 600mm to 900mm | BI01010001010000000000000515BI0100001120 | 20 | Nos. |
| 9 | 2.03 | Dismantling of existing structure of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)\nLime /Cement Concrete\nBy Manual Means | BI01010001010000000000000515BI0100001121 | ||
| 10 | 2.031 | B) Cement concrete grade M-15 and M-20 | BI01010001010000000000000515BI0100001122 | 16.5 | Cum |
| 11 | 2.032 | C) Prestressed / Reinforced cement concrete grade M-20 & above | BI01010001010000000000000515BI0100001123 | 49.5 | Cum |
| 12 | 2.033 | Dismantling Stone Masonry\nB) Rubble stone masonry in cement mortar. | BI01010001010000000000000515BI0100001124 | 30 | Cum |
| 13 | 2.04 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.\nC) Above 900 mm | BI01010001010000000000000515BI0100001125 | 640 | Rm |
| 14 | 3 | EARTHWORK | BI01010001010000000000000515BI0100001126 | ||
| 15 | 3.01 | Excavation in Hilly Area in Any Type of Soil by Mechanical Means Requiring or not Requiring Blasting. | BI01010001010000000000000515BI0100001127 | 140318 | Cum |
| 16 | 3.02 | Construction of Embankment with Material Deposited from Roadway Cutting\n(Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) | BI01010001010000000000000515BI0100001128 | 78199.6 | Cum |
| 17 | 3.03 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | BI01010001010000000000000515BI0100001129 | 117375 | Sqm |
| 18 | 3.04 | Compacting original ground supporting subgrade \n(Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | BI01010001010000000000000515BI0100001130 | 18823.3 | Cum |
| 19 | 3.05 | Construction of Subgrade and Earthen Shoulders \n(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 No. 300-2) | BI01010001010000000000000515BI0100001131 | 37646.5 | Cum |
| 20 | 3.06 | Surface Drains in Soil\n(Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres) | BI01010001010000000000000515BI0100001132 | 810 | Rm |
| 21 | 4 | NON BITUMINOUS COURSES | BI01010001010000000000000515BI0100001133 | ||
| 22 | 4.01 | Lime stabilization for improving sub-grade (Laying and spreading available soil in the subgrade on a prepared surface, pulverizing, mixing the spread soil in place with rotavator with 3% slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved subgrade)\n(Mechanical means) | BI01010001010000000000000515BI0100001134 | 20340 | Cum |
| 23 | 4.02 | Cement treated soil sub-base (Providing, laying and spreading soil on a prepared subgrade, pulverizing, adding 4% of cement to the spread soil, mixing in place with rotovator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base) | BI01010001010000000000000515BI0100001135 | 8136 | Cum |
| 24 | 4.03 | Add extra for variation in cement quantity to achieve required strength +/- 4% cement content for 1 % variation | BI01010001010000000000000515BI0100001136 | 284760 | Kg |
| 25 | 4.04 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)\n(Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)\nfor grading- II Material (Rate Ref. to Rate Analysis 1) | BI01010001010000000000000515BI0100001137 | 38474.2 | Cum |
| 26 | 4.05 | Wet Mix Macadam\n(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density..) | BI01010001010000000000000515BI0100001138 | 45892.2 | Cum |
| 27 | 5 | BITUMINOUS COURSES | BI01010001010000000000000515BI0100001139 | ||
| 28 | 5.01 | Prime coat \nProviding 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. | BI01010001010000000000000515BI0100001140 | 167003 | Sq.m |
| 29 | 5.02 | Tack Coat \nProviding and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | BI01010001010000000000000515BI0100001141 | 167003 | Sq.m |
| 30 | 5.03 | Bituminous Concrete\nProviding 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 per cent with Modified Bitumin of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects\nfor Grading-II (13 mm nominal size) | BI01010001010000000000000515BI0100001142 | 6501.33 | Cum |
| 31 | 5.04 | Extra Bitumen Content @ ± 0.1 % Bitumin Content in BC | BI01010001010000000000000515BI0100001143 | 15 | Tonne |
| 32 | 6 | DRAINAGE & PROTECTION WORKS | BI01010001010000000000000515BI0100001144 | ||
| 33 | 6.01 | Excavation for drain (Earth work in excavation as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the gaps/ space with surplus excavated material.) | BI01010001010000000000000515BI0100001145 | 4153.2 | Cum |
| 34 | 6.02 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | BI01010001010000000000000515BI0100001146 | 492.98 | Cum |
| 35 | 6.03 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nB) PCC Grade M15 | BI01010001010000000000000515BI0100001147 | 355.5 | Cum |
| 36 | 6.04 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications\nB) PCC Grade M20 | BI01010001010000000000000515BI0100001148 | 120.098 | Cum |
| 37 | 6.05 | Plain/Reinforced cement concrete in cc drain cover complete as per drawing and technical specifications\nIV) RCC Grade M20\nCase-I, Using Concrete Mixer | BI01010001010000000000000515BI0100001149 | 57.36 | Cum |
| 38 | 6.06 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications | BI01010001010000000000000515BI0100001150 | 4239 | No. |
| 39 | 6.07 | Providing & fixing in position HYSD (TMT) reinforcement bars in foundations, substructures, box strucutre complete as per drawings and Technical Specifications Section 1600. | BI01010001010000000000000515BI0100001151 | 4.063 | MT |
| 40 | 6.08 | Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level\n(Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing) | BI01010001010000000000000515BI0100001152 | 239 | RM |
| 41 | 6.09 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification | BI01010001010000000000000515BI0100001153 | 2381.25 | Cum |
| 42 | 6.1 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications | BI01010001010000000000000515BI0100001154 | 2970 | Sqm |
| 43 | 6.11 | Stone masonry work in cement mortar 1:3 for substructure complete as drawing and Technical Specification | BI01010001010000000000000515BI0100001155 | 990 | Cum |
| 44 | 6.12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001156 | 270 | Cum |
| 45 | 6.13 | Gabian Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire) | BI01010001010000000000000515BI0100001157 | 3402 | Cum |
| 46 | 6.14 | Providing and laying Non Woven Polyster Geo Textile - 200 GSM with physical requirements as per table 700-1 of MORT&H Specification laid over thoroughly cleaned and repaired surface allowing 1.0m overlap between two rolls wherever necessary. Paving fabric to be free of wrinkling and folding. | BI01010001010000000000000515BI0100001158 | 10678.5 | Sqm |
| 47 | 6.15 | Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site ) | BI01010001010000000000000515BI0100001159 | 1356 | Rm |
| 48 | 7 | TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCES | BI01010001010000000000000515BI0100001160 | ||
| 49 | 7.01 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) | BI01010001010000000000000515BI0100001161 | ||
| 50 | 7.011 | i) 5th km stone (Precast) | BI01010001010000000000000515BI0100001162 | 6 | Nos. |
| 51 | 7.012 | ii) Ordinary Km stone (Precast) | BI01010001010000000000000515BI0100001163 | 30 | Nos. |
| 52 | 7.013 | iii) Hectometer stone (Precast) | BI01010001010000000000000515BI0100001164 | 143 | Nos. |
| 53 | 7.02 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting) | BI01010001010000000000000515BI0100001165 | 360 | Nos. |
| 54 | 7.03 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (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 exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) | BI01010001010000000000000515BI0100001166 | ||
| 55 | 7.031 | (i) Road Edge Line | BI01010001010000000000000515BI0100001167 | 7058 | Sq.m |
| 56 | 7.032 | (ii) Pedestrian crossing | BI01010001010000000000000515BI0100001168 | 70.4 | Sq.m |
| 57 | 7.04 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001169 | ||
| 58 | 7.041 | a) Informatory Signs \niv) 800 mm x 600 mm | BI01010001010000000000000515BI0100001170 | 1 | No. |
| 59 | 7.042 | b) Cautionary signs\ni) 900 mm Triangular | BI01010001010000000000000515BI0100001171 | 204 | Nos. |
| 60 | 7.043 | c) Mandatory signs\niii) 600 mm circular | BI01010001010000000000000515BI0100001172 | 208 | Nos. |
| 61 | 7.044 | vii) 90 cm high octagon | BI01010001010000000000000515BI0100001173 | 146 | Nos. |
| 62 | 7.05 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) | BI01010001010000000000000515BI0100001174 | 188 | Nos. |
| 63 | 7.06 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) | BI01010001010000000000000515BI0100001175 | 5.4 | Sq.m |
| 64 | 7.07 | Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause | BI01010001010000000000000515BI0100001176 | 2450 | m |
| 65 | 7.08 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road\nstud 100x 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 hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973). | BI01010001010000000000000515BI0100001177 | 5000 | Nos. |
| 66 | 7.09 | Supplying and fixing Chevron sign on outer face of the curve as per IRC specification. | BI01010001010000000000000515BI0100001178 | 84 | Nos. |
| 67 | 8 | BUS BAY AND TRUCK LAY BYE | BI01010001010000000000000515BI0100001179 | ||
| 68 | 8.01 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)\n(Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401)\nfor grading- II Material (Rate Ref. to Rate Analysis 1) | BI01010001010000000000000515BI0100001180 | 862.4 | Cum |
| 69 | 8.02 | Interlocking Concrete Block Pavement\nProviding and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | BI01010001010000000000000515BI0100001181 | 5500 | Sqm |
| 70 | 8.03 | Providing, fitting and fixing mild steel railing complete as per drawing. | BI01010001010000000000000515BI0100001182 | 968 | Rm |
| 71 | 8.04 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) | BI01010001010000000000000515BI0100001183 | 49.76 | Cum |
| 72 | 8.05 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification | BI01010001010000000000000515BI0100001184 | 191.19 | Cum |
| 73 | 8.06 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | BI01010001010000000000000515BI0100001185 | 143.8 | Cum |
| 74 | 8.07 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001186 | 22 | Cum |
| 75 | 8.08 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001187 | 4 | MT |
| 76 | 8.09 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications | BI01010001010000000000000515BI0100001188 | 16 | Cum |
| 77 | 8.1 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per\nTechnical specifications | BI01010001010000000000000515BI0100001189 | 40.25 | Sqm |
| 78 | 9 | DAYWORKS | BI01010001010000000000000515BI0100001190 | ||
| 79 | 9.01 | Use of Contractor's equipment inclusive of all costs for run time only | BI01010001010000000000000515BI0100001191 | ||
| 80 | 9.02 | Cranes 3 Tonnes | BI01010001010000000000000515BI0100001192 | 50 | Hours |
| 81 | 9.03 | Dozer D-50-A15 | BI01010001010000000000000515BI0100001193 | 50 | Hours |
| 82 | 9.04 | Hydraulic Excavator of 1 cum bucket | BI01010001010000000000000515BI0100001194 | 150 | Hours |
| 83 | 9.05 | Tipper - 5 cum | BI01010001010000000000000515BI0100001195 | 500 | Hours |
| 84 | 9.06 | Motor Grader 3.35 m blade | BI01010001010000000000000515BI0100001196 | 50 | Hours |
| 85 | 9.07 | Generator 33 KVA | BI01010001010000000000000515BI0100001197 | 250 | Hours |
| 86 | 9.08 | Concrete Mixer 1 cum | BI01010001010000000000000515BI0100001198 | 250 | Hours |
| 87 | 9.09 | Plate compactor | BI01010001010000000000000515BI0100001199 | 250 | Hours |
| 88 | 9.1 | Water tank | BI01010001010000000000000515BI0100001200 | 250 | Hours |
| 89 | 9.11 | Tractor | BI01010001010000000000000515BI0100001201 | 250 | Hours |
| 90 | 9.12 | Supply of Labour including tools and plants | BI01010001010000000000000515BI0100001202 | ||
| 91 | 9.13 | Mason / Mistri | BI01010001010000000000000515BI0100001203 | 150 | Mandays |
| 92 | 9.14 | Other skill labour / Electrician / Mechanics / Carpenter etc | BI01010001010000000000000515BI0100001204 | 50 | Mandays |
| 93 | 9.15 | Unskilled Labour | BI01010001010000000000000515BI0100001205 | 500 | Mandays |
| 94 | 10 | ENVIRONMENTAL COST | BI01010001010000000000000515BI0100001206 | ||
| 95 | 10.01 | Development of water source Concrete drain and Check dams structures as per drawings and specifications | BI01010001010000000000000515BI0100001207 | 3 | Nos. |
| 96 | 10.02 | Compensatory plantation against tree cut | BI01010001010000000000000515BI0100001208 | 200 | Nos. |
| 97 | 10.03 | Soil Erosion protection Vegetaed bamboo crib wall | BI01010001010000000000000515BI0100001209 | 3356 | RM |
| 98 | 10.04 | Turfing with sods on slope protecton | BI01010001010000000000000515BI0100001210 | 5100 | Sqm. |
| 99 | 10.05 | Clearance of Landslide upto 1000m distance | BI01010001010000000000000515BI0100001211 | 3100 | Cum |
| 100 | 10.06 | Disposal of material from location more than 1km to 6km distance | BI01010001010000000000000515BI0100001212 | 3100 | Cum |
| 101 | 11 | ROUTINE MAINTANANCE | BI01010001010000000000000515BI0100001213 | ||
| 102 | 11.01 | 1st Year | BI01010001010000000000000515BI0100001214 | 35.82 | Km |
| 103 | 11.02 | 2nd Year | BI01010001010000000000000515BI0100001215 | 35.82 | Km |
| 104 | 11.03 | 3rd Year | BI01010001010000000000000515BI0100001216 | 35.82 | Km |
| 105 | 11.04 | 4th Year | BI01010001010000000000000515BI0100001217 | 35.82 | Km |
| 106 | 11.05 | 5th Year | BI01010001010000000000000515BI0100001218 | 35.82 | Km |
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