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| 1 | Earth work in excavation of foundation trenches, in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing. Spreading or stacking the spoils within a lead of 50m as directed. The item includes necessary trimming the sides of trenches. levelling, dressing and ramming the bottom, bailing out water etc. as required complete. Depth of excavation not exceeding 1500 mm. |
| 2 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works25 mm to 30 mm shuttering without staging in foundation |
| 3 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cum 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. [cement to be supplied by the Manufacturer/ supplier] |
| 4 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety |
| 5 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders 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 inter-section, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor/upto 4m. Tor steel/Mild steelSAIL TATA/RINL |
| 6 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with river sand all as directed. |
| 7 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation & plinth |
| 8 | Filing in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the |
| 9 | 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. |
| 10 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor |
| 11 | 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 (Ground floor). [Excluding cost of chipping over concrete surface).Ground floor With 1:4 cement mortar (Outside)(c) 15 mm thick plaster |
| 12 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 13 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessaryOn steel or other metal surface: With super gloss (hi-gloss) –(iv) Two coats (with any shade except white) |
| 14 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 15 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary (a) On timber or plastered surface Two coat (with any shade except white) |
| 16 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work(a) With earth obtained from excavation of foundation. |
| 17 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(B) With Sand Cement Mortar (13) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 |
| 18 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc NOTE: Cement 0.152 cum per100 sq.m. |
| 19 | Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. (Sludge measured in stack will be reduced by 8%) |
| 20 | Spreading of sludge, dump manure/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour tools & plants excluding materials |
| 21 | Providing Weeping Debdaru 10\" height large busy type tree with 10\" Stem Girth in a large 25\" X 25\" polythene bag and plantation ) |
| 22 | 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 direction of Engineer in charge |
