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| 1 | (A) Construction of Temporary ToiletEarthwork in excavation in foundation trenches in Hard soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I. |
| 2 | Providing designation 75 B one brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 3 | Providing 75 B brick work in CM (1:6) in foundation /wall with approved quality of clean coarse sand of FM 2.5 including providing providing 10 mm thick mortor joints, cost of screening of sand, raking out joints to 15 mm depth, cost of materials, labours, scaffolding, cost of curing with all leads and lifts of water, taxes, royalty etc all complete as per standard specifications and direction of the E/I. |
| 4 | Providing P.C.C.-M150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is graded and clean coarse sand of F-M-- 2-5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and selection Engineer in Charge. |
| 5 | Providing 12mm, cement plaster (1:8) with 1.5mm tk punning with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I. |
| 6 | Filling in foundation trenches and plinth in layers not exceeding 150- Thick well watered, rammed, fully compacted and fine dressed with earth obtained form excavation of foundation- Trenches within a lead of 50m and lift of 1-5m all complete as per building specification and direction of E/I (mode of measurement compacted volume)- |
| 7 | Supplying white glazed viterous Rural pan with foot vrest, p trap,PVC pipe , Tee etc as per building specifica tion and direction of E/I |
| 8 | Providing bamboo 75mm. Dia. 6 m. long to 8 m. long as per building specification and direction of E/I |
| 9 | Providing plastic flax sheet / palastic banner type for covering of temprory toilet as required including labour ,materials like nail, wire etc ,tools & equipment etc all complete as per specification and direction of E/I |
| 10 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job as per direction of E/I(a) Cement-5 Km.(Avg.) |
| 11 | (b) Sand-10 Km.(Avg.) |
| 12 | (c) Stone-Chips- 35Km.(Avg.) |
| 13 | (e) Bricks-10 Km.(Avg.) |
| 14 | (B.) Leach pit - for Temporary ToiletE/W in excavation in foundation trenches in hard soil vide classification of soil item-B and disposal of excavated earth as obtained up to a distance of 50 m with all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, standard specification and direction of E/I. |
| 15 | Providing 125 mm thick brick jail work in C-M- (1:8) in superstructure with designation 75a brick and approved quality of clean coarse sand of F-M-- 2 to 2-5, finished with deep ruled pointing in C-M- (1:3) with sand of F-M---1-5 on entire surface including the cost of finishing, the holes, screening carriage of materials, surf folding, raking out joints to 15mm depth, curing, taxes and royalty all complete, as per approved design, building specification and direction of E/I 1 x 3.14 x 1.0 x 1.20 = 3.77 M2 |
| 16 | Providing 75 A brick work in CM (1:6) in foundation or soak pit wall with approved quality of clean coarse sand of FM 2.5 including providing providing 10 mm thick mortor joints, cost of screening of sand, raking out joints to 15 mm depth, cost of materials, labours, scaffolding, cost of curing with all leads and lifts of water, taxes, royalty etc all complete as per standard specifications and direction of the E/I. 1x3.14x1.0x0.15 x 0.125 =0.06 M3 |
| 17 | Providing precast RCC M150 in nominal mix of (1:2:4) slab of desired size and as per approved design with approved quality of stone chips 20 mm to 6 mm graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing with all leads and lifts of water, scaffolding, taxes, royalty all complete (but excluding the cost of reinforcement) as per standard specifications and direction of the E/I. 1x 0.786 x1.2 x1.2 x 0.075 = 0.0.8M3 |
| 18 | Providing for reinforcement of 8mm bars as per approved design and drawing excluding carriage of M-S- rods (straight or in coils) to work site- Cutting, bending- And ending with annealed wire the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. @ 80 Kg / M3 |
| 19 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job as per direction of E/I.(a) Cement-5 Km.(Avg.) |
| 20 | (b) Sand-10 Km.(Avg.) |
| 21 | (c) Stone-Chips- 35Km.(Avg.) |
| 22 | (d) Reinforcement-5 Km.(Avg.) |
| 23 | (e) Bricks-10 Km.(Avg.) |
| 24 | (C.) Construction of Bamboo Made StandsEarthwork in excavation in foundation trenches in Hard soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I |
| 25 | Providing P.C.C.-M150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is graded and clean coarse sand of F-M-- 2-5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and selection Engineer in Charge |
| 26 | Providing bamboo 75 mm dia 6 m long to 8 m long as per building specification and direction of E/I.(Assuming 3 nos of bamboo is used in each stand). |
| 27 | Providing and Supplying of Syntax Tank of Capacity 500 ltr. For mounting on Bamboo Stand for storage of water with PVC pipe and necessary arrangement for taking water |
| 28 | Supplying all labour, tools and equipment for cutting,sawing,fitting and fixing Bamboo stand with ropes etc all complete as per building specification and direction of E/I. |
| 29 | (D) Water Supply Arrangment for Temporary Toilet by 01 Nos. Tractor Mounted Water Tanker Cost of Hiring water tanker of minimum 5000 ltr. Capacity. |
| 30 | Cost of Hiring pump set of capacity 4000ltr per hr for filling water in Syntax tank. |
| 31 | Supplying tractor on hire basis with driver |
| 32 | Fuel (Diesel) avg. Consumption 3 liter in each trip (4 Nos. trip in each day). |
| 33 | Lubricants - |
| 34 | Providing sweepers for cleaning and maintaining the latrines and cleaning surrounding place of latrines in two shifts. |
| 35 | Providing Bleaching Powder for cleaning and disinfecting near pan & latrines. |
| 36 | Providing soaps, washing Powder or any other detergents for hand cleaning after use of latrines etc. all complete job. |
| 37 | Providing G.I. Buckets, rope where ever required etc. including carriage of materials from different sources all complete for cleaning the latrines and surrounding. 10 nos. P.V.C. small bucket, 1no. 200Lits. Drum. |
| 38 | Add 18 % GST |
| 39 | Add 1% Labour Cess Please Enable Macros to View BoQ information |
