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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the likenot exceeding 10 sqm on plan, including dressing of sidesandramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 70% All kind of Soil & 30% ordinary Rock. |
| 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 earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge in all kinds of soil. |
| 3 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size. |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 6 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 8 | Providing steel rope crossing including cost of steel rope, U-clamp, iron clamp/hooks, labour charges for stretching the steel rope in position, hire charges of chain pully along with the operator, fitting of pipes to be tied with the anchor blocks with steel rope 10mm dia,12mm dia, 16mm dia required dia as per condition of site Engineer, including all carriages complete job. |
| 9 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100 mm dia Ductile Iron Class K - 9 Pipes. |
| 10 | Providing & laying of HDPE Pipe Complete with Fittings excluding cost of trenches & refilling etc 90 mm dia (PE80-PN16) . |
| 11 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth & lead upto 50 m and lift upto 1.5 m. |
| 13 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost ofrubber gasket. 100 mm dia pipes. |
| 14 | Providing and laying D.I. Specials of Class K-12 suitable for push-onjointing as per IS : 9523 Upto 600 mm dia. |
| 15 | Providing and fixing G.I. Union in G.I. pipe including cutting andthreading the pipe and making long screws etc. complete (new work) 65 mm nominal bore |
| 16 | Providing and fixing C.I. double acting air valve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces, tapersetc. if required will be paid separately).50 mm dia. |
| 17 | Providing and fixing C.I. double acting air valve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces, tapersetc. if required will be paid separately).100mm dia. |
| 18 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajriand labour required.Bituminous portion |
| 19 | Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajriand labour required. Water bound macadam. |
| 20 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to siteby tippers, laid over a previously prepared surface with paver finisherequipped with electronic sensor to the required grade, level and alignmentand rolling with smooth wheeled, vibratory and tandem rollers as perspecifications to achieve the desired compaction and density, complete asper specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumenof grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 21 | Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth level TMT bars.Fe 500. |
| 22 | Centering & shuttering in circular work in walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 23 | Providing and laying Seal coat of Premixed fine aggregrate with butmin usung 128 kg of bitmun of grade VG- 10 bitmun per cum of finr Aggregrate and 0.60 cum of fine Aggregrate per 100 sqm of road surface including rolling and finishing with road all complete |
| 24 | Carriage of DI pipes (Including loading unloading & stacking as per direction of Engineer Incharge ) by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km & 01 Km by manual means. |
| 25 | Carriage of HDPE pipes (Including loading unloading & stacking as per direction of Engineer Incharge ) by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km & 01 Km by manual means. |
| 26 | Carriage of Cement & steel by Mechanical Transport (Including loading unloading & stacking as per direction of Engineer Incharge ) from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 9 km. |
| 27 | Carriage of cement by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 01 km. |
| 28 | Carriage of Steel by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 01 km. |
| 29 | Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 30 km. |
| 30 | Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 01 km |
| 31 | Carriage of GI pipes (Including loading unloading & stacking as per direction of Engineer Incharge ) by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km & 01 Km by manual means. |
| 32 | Carriage of stone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work at an average distance of 01 Km. Please Enable Macros to View BoQ information |
