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| 1 | Stage contract for I&FC Division Poonch |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. (All kinds of soil) |
| 4 | Ordinary Rock |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 6 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : (All kinds of soil) |
| 7 | Ordinary Rock |
| 8 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 9 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 10 | Providing and laying in position cement concrete of specified grade including curing, but excluding the cost of centering and shuttering. All work up to plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 11 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 12 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 13 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring, shuttering, finishing and reinforcement. All works upto plinth level: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 15 | Centring and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 17 | Suspended floors, roofs, landings, balconies and access platforms. / Shelves (cast-in-situ) |
| 18 | Lintel, beams, plinth beams, girders, and cantilevers |
| 19 | Columns, pillars, piers, abutments, posts and struts. |
| 20 | Edges of slabs and breaks in floors and walls (Under 20 cm wide) |
| 21 | Edges of slabs and breaks in floors and walls (Above 20 cm wide) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.-Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | Mild steel and medium tensile steel bars |
| 24 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 25 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 26 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 27 | RANDOM RUBBLE MASONRY:-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 20mm nominal size) upto plinth level and curing complete with: a. Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry |
| 28 | Nallah |
| 29 | Dry random rubble masonry with hard stone in foundation and plinth: a) With bond stone. Wih bond stone : quarry |
| 30 | Nallah |
| 31 | without bond stone Nallah |
| 32 | Providing and fixing of sign board displaying salient features as per standard design/ size(1mx0.80m) with angle iron posts embedded in cement concrete block to be approved by Engineer in Charge including painting , lettering and cost of concrete block (complete job) |
| 33 | Structure steel work in bulit up section trusses and framed work inlcuding cutting , hosting , fixing in position and applying a priming coat of approved steel primer all complete (rivevted and bolted) |
| 34 | Welded |
| 35 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. Complete. 25mm thick with 12.5 mm nominal size stone aggregate |
| 36 | 40mm thick with 20 mm nominal size stone aggregate. |
| 37 | 50 mm thick with 20mm nominal size stone aggregate. |
| 38 | 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 39 | 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 40 | CEMENT PLASTER; (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 41 | 1 : 6 ( 1 cement : 6 fine sand) |
| 42 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 43 | 1:4:8 or leaner mix (i/c equivalent design mix) |
| 44 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 45 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 46 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 47 | Dismantling old protection work including cutting of crates and stacking of stones |
| 48 | Constructing muthu bunds, comprising boulders and wood bushes in alternate layers; including working in water situations. |
| 49 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal |
| 50 | On Top copings of banks |
| 51 | On Slopes |
| 52 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 53 | Dumping stone excluding cost of stones. in Horizontal on level |
| 54 | on Slopes (Behind pitching) |
| 55 | Grouting of stone pitching using M-10 nominal mix concrete (max. Size of aggregates; 20mm nominal) @ 3.65 cum per 100Sqm on horizontal/side slopes; complete including curing. |
| 56 | Opening out old wire crates those and re-binding after filling. |
| 57 | Supply of Stone boulder (nallah) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%) |
| 58 | Stone boulder (quarry) nominal size 225 mm incl. royalty and/or other taxes, (Stack measurements reduced by 15%) |
| 59 | Stone for masonry work (quarry) incl. royalty and/or other taxes, (Stack measurements reduced by 15%) |
| 60 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and |
| 61 | Unloading sand/earth filled bags from boats placing in dry |
| 62 | Placing in Water |
| 63 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) : Dry |
| 64 | Shingle clearance from canals |
| 65 | Weed clearance From lakes(using boats) |
| 66 | From canals(including extraction of roots) |
| 67 | SLIP CLEARANCE In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 68 | In soils; mixed with moorum / Kankar / shingle / boulders ; disposal lead upto 50 m and lift upto 1.5 m. |
| 69 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 70 | Supply of crusher dust for filling of bags incl. Carriage, royalty and/or other taxes, loading, unloading, stacking, etc. Complete job, |
| 71 | Filling empty cement bags with sand/ earth; including cost of sewing and strings; excluding cost of bags and earth / s]and |
| 72 | Providing of LDPE (Black polythene) to stop/ stop the leakages of canals / khuls/ minors |
| 73 | Surface dressing of the ground including removing vegetation and in-equalities, not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 74 | Providing & laying PVC (type – B) pipes with all the required accessories and carriages, complete job --- 150mm dia(LMR) |
| 75 | 200mm dia (LMR) |
| 76 | 250mm dia(LMR) |
| 77 | Sand & Agg. 20 mm avg. lead of upto 01 Kms |
| 78 | Sand & Agg. 20 mm avg. lead upto 02 Kms |
| 79 | Sand & Agg. 20 mm avg. lead upto 03 Kms |
| 80 | Sand & Agg. 20 mm avg. lead upto 04 Kms |
| 81 | Sand & Agg. 20 mm avg. lead upto 05 Kms |
| 82 | Sand & Agg. 20 mm avg. lead beyond 5 Kms upto 10 Kms (per Km) |
| 83 | Sand & Agg. 20 mm avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 84 | Sand & Agg. 20 mm avg. lead beyond 20 Kms per additional Km |
| 85 | 40 mm Agg. avg. lead of upto 01 Km |
| 86 | 40 mm Agg. avg. lead upto 2 Kms |
| 87 | 40 mm Agg. avg. lead upto 3 Kms |
| 88 | 40 mm Agg. avg. lead upto 4 Kms |
| 89 | 40 mm Agg. avg. lead upto 5 Kms |
| 90 | 40 mm Agg. avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 91 | 40 mm Agg. avg. lead beyond 20 Kms per additional Km |
| 92 | Stone soling avg. lead of upto 1 Km |
| 93 | Stone soling avg. lead upto 2 Kms |
| 94 | Stone soling avg. lead upto 3 Kms |
| 95 | Stone soling avg. lead upto 4 Kms |
| 96 | Stone soling avg. lead upto 5 Kms |
| 97 | Stone soling avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 98 | Stone soling avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 99 | Stone soling avg. lead beyond 20 Kms per additional Km |
| 100 | Earth avg. lead of upto 1 Km |
| 101 | Earth avg. lead of upto 02 Km |
| 102 | Earth avg. lead of upto 03 Km |
| 103 | Earth avg. lead of upto 04 Km |
| 104 | Earth avg. lead of upto 05 Km |
| 105 | Earth avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 106 | Earth avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 107 | Earth avg. lead beyond 20 Kms per additional Km |
| 108 | Bricks avg. lead of upto 1 Km |
| 109 | Bricks avg. lead of upto 02 Km |
| 110 | Bricks avg. lead of upto 03 Km |
| 111 | Bricks avg. lead of upto 04 Km |
| 112 | Bricks avg. lead of upto 05 Km |
| 113 | Bricks avg. lead beyond 05 Kms upto 10 Kms (per Km) |
| 114 | Bricks avg. lead beyond 10 Kms upto 20 Kms (per Km) |
| 115 | Bricks avg. lead beyond 20 Kms per additional Km |
| 116 | Carriage of material by manual from road site to actual site of work, including loading, unloading and stacking etc. complete by manual labour Cement for an avg. lead upto 50 mtr. |
| 117 | Cement for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 118 | Steel for an average lead upto 50 Mtr |
| 119 | Steel for an every additional lead of 50Mtrs or part thereof beyond 1st 50 Mtrs |
| 120 | Soling for an avg. lead upto 50 mtr. |
| 121 | Soling for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 122 | Sand & 20mm Agg for an average lead upto 50Mtr |
| 123 | Sand & 20mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 124 | 40mm Agg for an average lead upto 50Mtr |
| 125 | 40mm Agg for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 126 | Earth for an average lead upto 50Mtr |
| 127 | Earth for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 128 | Bricks for an average lead upto 50Mtr |
| 129 | Bricks for an every additional lead of 50 mtrs or part thereof beyond 1st 50 mtrs. |
| 130 | Pumping out water caused by springs, tidal or river seepage, broken water mains ordrains and the like Please Enable Macros to View BoQ information |
