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| 1 | Detail survey of construction site along with the design,drawing and detailing of the following:i) G.A Drawingii) Detail Design & Drawing of sheet pilesiii)Detail Design & Drawing of Embankmentiv) Vetting of final design & drawingfrom IIEST/JU/IIT/NIT(All drawing should be submitted both in hard and soft copies along with PDF & Auto Cad files) |
| 2 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal/Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per directed. |
| 3 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 4 | Earth work in excavation of foundation trenches or drains, in all sorts of soilincluding removing, spreading or stacking the spoils within a lead of 75 m. as directed. |
| 5 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming Compacting upto 96 % compaction etc. layer by layer complete,With earth obtained from excavation of foundation |
| 6 | Levelling and Compacting original ground (Sub Grade) by power tandem vibratory roller of capacity min. 80Kn to 100 Kn including filling in depression occour during rolling to obtain the desired dry density |
| 7 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand |
| 8 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 9 | Brick work with 1st class bricks in cement mortar (1:4)In superstructure, ground floor |
| 10 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. |
| 11 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. ii)With approved concrete pump |
| 12 | Providing, erecting & fixing in position steel shuttering Or 9 to 12mm thick Ply wood shuttering for all shapes in all complete including deshuttering of the same after specified period without damaging the concrete works as directed. Providing and applying approved form oil on all surfaces of formwork coming in contact with concrete as per specifications and drawings and as directed. |
| 13 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders , dowel bar (dowel bar should be installed as per normal practice) etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction (Sail/Tata/RINL) |
| 14 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches |
| 15 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. |
| 16 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary,With 1:4 cement mortar,15 mm thick plaster |
| 17 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per directed |
| 18 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer |
| 19 | Priming one coat on timber or steel or other metal surface with synthetic oil bound primer of approved quality including scaffolding, smoothening surfaces by sand papering etc. |
| 20 | Applying two coats of anti corrosive EPOXY paint (black) of approved make and brand to MS section only after preparing the surface by rough sand blasting. |
| 21 | Supplying at site composite geotextile bags of size 1.00 m x 0.70 mcomprising UV stabilized needle punched 200 gsm polypropylene nonwoven geotextile as inner liner and 300 gsm UV stabilized woven polypropylene geotextile as outer liner as per specification, double stitched at two ends with polypropylene or equivalent yarn includingcost of transportation by all means and other incidental charges complete. |
| 22 | Labour charges for filling Geo-textile bags with filler materials (sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 150m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed.i) Bag size 1.00m x 0.70m of capacity 0.1325 cum/bag |
| 23 | Supply of Silver sand at site for filler of Geo-textile bags |
| 24 | Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with (use for weep hole)50 mm |
| 25 | Driving of MS Z section sheet piles including supply of materials and labour charges for driving conforming to scope of work as mentioned in SOTR in all kinds of soil by vibro-sinker including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. all completedas per drawing and directed. |
