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| 1 | ROAD ,CULVERT&IRON BRIDGE |
| 2 | 2.3.B.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. B. Lead upto 1000 m (ii) Girth above 600 mm to 900 mm |
| 3 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry |
| 4 | 2.9.B:Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. <br>(B) Excluding dismembering |
| 5 | 2.5.1.A:Dismantling of Structures <br> 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 m as per Technical Specification Clause 202. <br> (I) By Manual Means <br> (A) Lime Concrete |
| 6 | 2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar |
| 7 | 2.5.2.A:Dismantling of Structures<br> 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 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete |
| 8 | OD313146/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost oflabour, oil hire charges of pumpset, etc complete |
| 9 | OD535463/2025-2026:Supply and stacking well matuerd straight coconut post for driving down through various stratabelow bed level including cost of conveyance , labour charges, ete complete |
| 10 | OD535485/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata includingall hire charges and labour for fixing , staging platform and all other appliances necessary forpile driving down after pointing the bottom end |
| 11 | OD535501/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0mbottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund andmaintaining the same leak proof till the completion of the work and clearing the site bydismantling the bund after completion of the work.etc.complete. |
| 12 | OD313147/2025-2026:Earth work in surface excavation (in or under water) by mechanical means(hydraulic excavator)/manual means 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and lead upto 1000m,trimming of bottom and side slopes in accordance with requirements of lines,grades and cross sections as per Technical specification Clause 302.3.6 |
| 13 | OD313140/2025-2026:Removing pola payal from the thodu and depositing on bank with lead and lift includingdisposal of pola payal 50m fro site |
| 14 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 15 | OD535460/2025-2026:Providing temporary Z steel sheet pile of size 40p x 185 x 7.5 / 8.5 driving down vertically inlines and levels interlocking with adjacent piles driving unit and all accessories including alllabour , hire charges etc. Complete for protection of adjecent structures , road and removing thesame after work as per the directions of departmental officers at site |
| 16 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 |
| 17 | OD313138/2025-2026:DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material,labour charges etc. complete as per the directions of Departmental officers at site |
| 18 | OD313139/2025-2026:DR packing under foundation-Dry stone packing under foundation with DEPARTMENTRUBBLE.complete as per direction of departmental officers at site |
| 19 | OD313142/2025-2026:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 20 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 21 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 22 | 12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 23 | OD313145/2025-2026:Taking out existing CC interlocking paver blocks foot path/ central verge, includingremoval of rubbish etc. disposal of unserviceable material to the dumping ground , for whichpayment shall be made separately and stacking of serviceable material within 50.00m lead as per direction ofEngineer- in charge |
| 24 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) 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 compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material |
| 25 | OD536052/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineer-in-charge. |
| 26 | OD313141/2025-2026:Providing and laying of Interlocking Concrete Block Pavements tile of80mm M 40 hydraulic blocks of approved size, design and amp shape laid in required patternover and includinga compacted bed of6 mm stone aggregateof 50mm average thickness, etc. all complete as perthe direction of engineer in charge. |
| 27 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
| 28 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 |
| 29 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 30 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 |
| 31 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 32 | fencing |
| 33 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 34 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 35 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 36 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 37 | 16.70.2:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of dia 4 mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade Please Enable Macros to View BoQ information |
