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| 1 | SEWER LINE |
| 2 | Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits chambers sumps ect. In ordinary soil ( earth sand, loan and clay) including, dressing leveling, refilling of trenches in 20cm. Layers watering and ramming the same including removal of surplus earth of other dismantled material upto a distance of 50m from the centre of trenches. LSGD ANALYSIS FOR SEWER LINE |
| 3 | 0.00- 1.50MT B.G.L. |
| 4 | 1.5-3.0 MT B.G.L. |
| 5 | 3.0-4.50 MT B.G.L. |
| 6 | 4.5-6.0 MT B.G.L. |
| 7 | 6.0-7.50 MT B.G.L. |
| 8 | Close timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) |
| 9 | Depth exceeding 1.5mtr but not exceeding 3mtr |
| 10 | Depth exceeding 3.0mtr but not exceeding 6.0mtr |
| 11 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 12 | Supply & stacking of ISI Marked classfollowing DIA RCC Hume pipe of following dia with collar at site with cartage including loading, unloading complete in all respect. (analysis rate)sanction in pmay |
| 13 | 150 mm dia N.P.-2 |
| 14 | 200 mm dia N.P.-2 |
| 15 | 250 mm dia N.P.-3 |
| 16 | 300mm dia N.P.-3 |
| 17 | 400mm dia N.P.-3 |
| 18 | 450 mm dia N.P.-3 |
| 19 | 500 mm dia N.P.-3 |
| 20 | 600 mm dia N.P.-3 |
| 21 | 800 mm dia N.P.-3 |
| 22 | Carting laying & Jointing of following dia (NP-3)/NP-2 R.C.C Hume pipe and special from store to the site of work, lowering the same into trenches in depth upto 1.5m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in cement and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials , testing etc complete but excluding excavation and refilling of trenches from ground level to the required level . Excluding cost of pipe |
| 23 | 0-1.50 m BGL |
| 24 | 150 mm dia ( for house connection) |
| 25 | 200 mm dia NP-2 |
| 26 | 250 mm dia |
| 27 | 300 mm dia |
| 28 | 600 mm dia |
| 29 | 1.5-3.0 m BGL |
| 30 | 200 mm dia |
| 31 | 250 mm dia |
| 32 | 300 mm dia |
| 33 | 400 mm dia |
| 34 | 450 mm dia |
| 35 | 3.0-4.50 m BGL |
| 36 | 250 mm dia |
| 37 | 300 mm dia |
| 38 | 400 mm dia |
| 39 | 500 mm dia |
| 40 | 600 mm dia |
| 41 | 4.50-6.00 m BGL |
| 42 | 300 mm dia |
| 43 | 400 mm dia |
| 44 | 800 mm dia |
| 45 | 6.00 -7.50 m BGL |
| 46 | 800 mm dia |
| 47 | MANHOLE |
| 48 | Construction of 0.90 x0.90x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at .345 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate) without foot rest &cover |
| 49 | Addition / subtraction of Masonry shaft 0.9X0.9m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. (analysis rate) without foot rest |
| 50 | Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at .345 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate) without foot rest & cover |
| 51 | Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. (analysis rate) without foot rest |
| 52 | Construction of 1.50 x1.50x3.00m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at .345 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) (analysis rate) without foot rest & cover |
| 53 | Addition / subtraction of Masonry shaft 1.00X1.20m size as per slandered design &specification of KDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 18 mm square MS bar foot rest embedded with 1:2:4 cement concrete at 23cm. centre to centre all complete. as per of Engineer in charge of work. (analysis rate) without foot rest |
| 54 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 1 12 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture\"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 55 | Extra for Providing and fixing medium duty SFRC cover with cement concrte as per standard detail: |
| 56 | H D - 20 |
| 57 | Circular shape 560 mm internal diameter |
| 58 | Water Supply |
| 59 | 2.8 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. |
| 60 | Supply, Laying & Jointing of follwing dia D.I . pipe |
| 61 | 150 mm dia |
| 62 | 200 mm dia |
| 63 | 250 mm dia |
| 64 | 300 mm dia |
| 65 | 400 mm dia |
| 66 | 450 mm dia |
| 67 | 500 mm dia |
| 68 | 600 mm dia |
| 69 | Providing and fixing of follwing dia C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately analyse rate |
| 70 | 150 mm dia |
| 71 | 200 mm dia |
| 72 | 250 mm dia |
| 73 | 300 mm dia |
| 74 | 400 mm dia |
| 75 | 450 mm dia |
| 76 | 500 mm dia |
| 77 | 600 mm dia |
| 78 | Construction of 1.00 x1.20x1.50m internal size manhole as per standard design and specification of KDA & including 30 cm thick cement concrete 1:4:8 base & channel, brick work one & half brick work thick in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar & with neat cement finish including 18 mm square M.S bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement , coarse sand and 2 cm gauge stone grit with including ferro cement seat and ferro cement cover floor with 1:2:4 cement concrete all complete as per of Engineer in charge of work (height will be measured from invert of pipe to bottom of the seat) |
| 79 | Providing and laying DI specials of class - K12 suitable for push and joint as per IS:9523 DSR 18.68.1 |
| 80 | Supply and fixing CI air valve 100 mm dia DSR 18.59.3 |
| 81 | providing push on joints for DI pipes of following dia |
| 82 | 150 mm dia |
| 83 | 200 mm dia |
| 84 | 250 mm dia |
| 85 | 300 mm dia |
| 86 | 400 mm dia |
| 87 | 450 mm dia |
| 88 | 500 mm dia |
| 89 | 600 mm dia |
| 90 | RCC TRUNK DRAIN |
| 91 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 92 | All kinds of soil |
| 93 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 94 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 95 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 96 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 97 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 98 | Thermo-Mechanically Treated bars. Fe-500 D |
| 99 | Qty @ 1% of concrete qty |
| 100 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 101 | Extra for Providing and fixing medium duty SFRC cover with cement concrte as per standard detail: |
| 102 | H D - 20 |
| 103 | Circular shape 560 mm internal diameter |
| 104 | RCC CABLE TRENCH |
| 105 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 106 | All kinds of soil |
| 107 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 108 | 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 109 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 110 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 111 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 112 | Thermo-Mechanically Treated bars. Fe-500 D |
| 113 | Qty @ 1% of concrete qty |
| 114 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 115 | Raft edge |
| 116 | M-150 B/W in 1:4 cement & coarse sand mortar in foundation |
| 117 | 12 mm thick cement plaster in 1:4 C sand mortar complete neat cement finish |
| 118 | 4.6 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. And also including steel in renforcement ,m.s. flat analyse rate |
| 119 | 600x840x75mm |
| 120 | 600x1200 x75mm |
| 121 | 500x1800 x75mm |
| 122 | 400x2300 x75mm |
| 123 | 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, Including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm |
| 124 | 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.coat of approved steel primer all complete. Please Enable Macros to View BoQ information |
