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| 1 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inall kinds of soils. |
| 2 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inordinary rock |
| 3 | Providing and laying in position cement concrete of specified grade including curring but excluding the cost of centering and shuttering. All works upto plinth level in 1:2:4 ( 1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) using crushed stone agg.) |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 5 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
| 6 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 100 mm dia (L) |
| 7 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 50 mm dia |
| 8 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth workG.I Pipe 40 mm dia |
| 9 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 32 mm dia |
| 10 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work G.I Pipe 20 mm dia |
| 11 | Laying and fitting of G.I pipe ( all classes)complete including providing & fitting of Pipe specials i.e union, elbow, bend, reducer socket,additional sockets etc as per BIS specifications excluding the cost of pipes & earth work. G.I Pipe 15 mm dia |
| 12 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore |
| 13 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore |
| 14 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm nominal bore |
| 15 | Dry random rubble masonary with hard stone in foundation and plinth (using nallah stone without bond stones). |
| 16 | Labour Rate |
| 17 | Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 Cement : 6 Coarse Sand : 12 Stone aggregate 20mm nominal size) upto plinth level and curring complete with Cement mortar 1:6 mix. |
| 18 | Labour Rate |
| 19 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 20 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 21 | Supplying pig lead at site of work |
| 22 | Supplying spun Yarn at site of work |
| 23 | Providing lead chaulked joints to spun iron or C.I pipes and specials including testing of joints but excluding the cost of pig lead. 100mm dia pipe. |
| 24 | Providing and Laying S&SC.I special such as Tees, Bends, Colors, Trapers and Caps etc. upto 300mm dia (Heavy Class). |
| 25 | Dismentaling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50m lead as per direction of engineer incharge. Water Bound Macadom Road. |
| 26 | Carriage ofG I Pipes (100mm dia)from Procurement Store atJammu by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 240 KM. (Rate per mtr) |
| 27 | Carriage ofG I Pipes (100mm dia) by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage04 KM(Rate per 100mtrs) |
| 28 | Carriage ofG I Pipes from Procurement Store atJammu by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 240 KM. |
| 29 | Carriage ofG I Pipesby Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage04 KM for (G-main). |
| 30 | Carriage ofG I Pipesby Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage02 KM for (D-System). |
| 31 | Carriage of sand by Mechanical Transport from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage30 KM. |
| 32 | Carriage of sand by Manual mean from Road side (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage 02 KM. |
| 33 | Carriage of sand by Manual mean from Road side (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage 01 KM. |
| 34 | Carriage of sand by Manual mean from Road side (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage 500mtrs. |
| 35 | Carriage of stone aggregate (Crushed) 20 mm nominal size by Mechanical Transport from source (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage06 KM. |
| 36 | Carriage of stone aggregate (Crushed) 20 mm nominal size by manual means from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage01 KM. |
| 37 | Carriage ofcementfrom nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 05 KM. |
| 38 | Carriage ofcementfrom nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 04 KM. |
| 39 | Carriage of cement by Manual mean from Road side (to be identified by Engineer in charge) to site of workincluding cost for loading , unloading & stacking for an av. distance ofAverage01 KM. |
| 40 | Carriage ofcementfrom nearest market (to be identified by EngIneer in Charge) by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 500mtrs. |
| 41 | Carriage ofStone from available site to site of work avg,. Distance 01 Km by Manual labour. |
