|
| 1 | Items for Concrete Lining :-Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road(Discharge upto 1.5 cum/s) |
| 2 | Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. |
| 3 | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr. |
| 4 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads11.28 km i/c first 1.39 km katcha |
| 5 | Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications. |
| 6 | Dressing of Earth work ( NEW ) |
| 7 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth) |
| 8 | Dressing and preparation of sub grade for side slopes. |
| 9 | Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete |
| 10 | Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) (for bed & Side Slope) |
| 11 | Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping |
| 12 | Cement concrete lining 75 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper |
| 13 | Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respectas per design/drawing and PWD specifications |
| 14 | Filling of construction/contraction joints sealing compound including supply ,carriage, of material complete in all respectas per design/drawing and PWD specifications |
| 15 | Filling of expansion joints with special impervious hot pour 12.50 mm wide |
| 16 | Extra for Bitumen Painting @ 0.69 kg per Sqmt. supplycarriage of material complete in allrespect |
| 17 | Providing & laying150 micron Polyethene Sheetover sleeper |
| 18 | Shuttering for faces of concrete lining on side slopes and bed complete in all respectas per design/drawing and PWD specifications |
| 19 | Advance Direction sign board 1200x1800 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. |
| 20 | Items for outlets (Patrol / Non Patrol) :-Earth Work involved in dismantling of outlet ’H’ upto 0.50mt. |
| 21 | Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt. |
| 22 | Adjusting new APM block in correct ‘y’ and fixing in position |
| 23 | C.C. 1:4:8 with brick ballast 40 mm gauge |
| 24 | Brick masonry in 1:4 CSM |
| 25 | RCC M20 for slab |
| 26 | Bending binding and placing in position CTD bars Fe 500 |
| 27 | Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt |
| 28 | Earth Work involved in dismantling of outlet ’H’ more than 0.50 mt but up to 0.90 mt |
| 29 | Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ more than 0.50 mt but up to 0.90 mt |
| 30 | Items for Tail cluster:-Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 31 | Laying C.C 1:4:8 with brick ballast including cost of material |
| 32 | First class burnt brick work laid in cement sand mortar 1:4 in foundation )and plinth |
| 33 | 12.50 mm thick cement plaster 1:4 |
| 34 | Rehandling of E/Work |
| 35 | Items for recharge well:-Earthwork in excavation of foundations ofbridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work |
| 36 | Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge (2)mixing by mechanical means using concrete mixer volumetric type |
| 37 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 38 | 12.5 mm thick cement plaster 1:4 |
| 39 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-Bajri (Coarse)screened, cleaned and washed and graded from 20mm to 25mm (fromPathankot or approved equivalent quarry) |
| 40 | Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry). |
| 41 | Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (fromPathankot or approved equivalent quarry) |
| 42 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. (c)400 mm dia. |
| 43 | Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia. conforming to IS: 12818-2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia. |
| 44 | Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well screen(RMS)pipe with ribs conforming to IS: 12818- 2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia. |
| 45 | Supplying at quarry site of gravel of 1/16\" to 1/8\" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetables manner as per IS 4097/1967 with latest amendments |
| 46 | Back filling behind abutment,wing wall and return wall complete as per drawing and Techanical Specifications. (A) Granular material |
| 47 | Supply and fixing of well cap having thread to fix on housing pipe complete in all respects. (c) 200 mm internal diameter |
| 48 | Supply and fixing of M.S. Clamp of size to 150 x 12 mm made out of MS flat 1.52 m long suitable to fit housing pipe including the cost nut and Bolts of suitable size complete in all respects. |
| 49 | Development and stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. (a)capacity of air compressor 300 cfm at 250 psi |
| 50 | 1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications |
| 51 | Iron grated doors, including pintle hinges & arrangements. |
| 52 | Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge. |
| 53 | Item for Boundary pillars `:- Earthwork in excavation of foundations of bridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work |
| 54 | Laying R.C.C. 1:2:4 (M-15) batch mixed with stone ballast or shingle |
| 55 | Cement concrete 1:4:8 |
| 56 | Bending binding and placing in position steel reinforcement 10mm dia bars |
| 57 | Painting New concrete surface |
| 58 | Item forDistance marks :-Earthwork in excavation of foundations of bridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work |
| 59 | Laying R.C.C. 1:2:4 (M-15) batch mixed with stone ballast or shingle |
| 60 | Cement concrete 1:4:8 |
| 61 | Bending binding and placing in position steel reinforcement 10mm dia bars |
| 62 | Centering and shuttering for columns (Square or rectangular ) |
| 63 | 10mm thick Cement Plaster 1:3 |
| 64 | Painting New concrete surface |
| 65 | Painting New letters on surface |
| 66 | Excavation in Soil (any type) using Hydraulic ExcavatorCK 90 and Tippers with Disposal up to 450 metres.Excavation for roadwork in soil with hydraulic excavatorof 0.9 cum bucket capacity including cutting andloading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades andcross sections, and transporting to the embankmentlocation within all lifts and lead up to 450m |
