TENDER FOR CONSTRUCTION OF 2 WHEELER PARKING SHED NEAR from Gate no 4 to 6 in EE(C)ND1 Division

1.Dismantling the Existing rich mix flooring concrete as existing at site with out damaging the near by structures including Collecting the debris and depositing within 50 M lead for disposal all as per relevant specifications and as directed including all labour, tools ,tackles, equipment, plants, fuel, etc, complete.

2.Earth work excavation up to 1.50 M Depth in ordinary soil, sand, clay mixed with roots, boulders weighing individually less than 250Kg, Debris, rubbish etc., as existing at site of work for foundations and other such works as directed including dressing of sides ramming of bottom all as per relevant specification and as directed, depositing the same with in a lead of 50m for transportation / refilling including shoring, strutting, dewatering if required including all labour, tools, tackles, equipments, fuel, etc., complete.

3. Providing and laying Plain cement concrete of mix 1:4:8 ( 1 cement:4 C.S. Sand: 8 hard granite graded stone aggregate of 40 mm nominal size) in volumetric proportions for column foundations, base course of flooring and wherever required all as per relevant specification and as directed including mixing, transporting, placing, ramming, consolidating, shuttering, curing etc., including all materials, labour, tools, plants, equipments, fuel, etc., complete

4a. Providing and laying reinforced cement concrete of mix 1:1.5:3 ( 1 cement:1.5 C.S. Sand: 3 hard granite graded stone aggregate of 20 mm nominal size) in volumetric proportions for RCC columns below ground level all as per relevant specifications and as directed including mixing, transporting, placing, vibrating, shuttering, curing including all materials, labour, equipments, tools, plants, fuel, etc., complete. 4a. Below Ground level Note: steel reinforcement shall be measured and paid separately under relevant item of this schedule

4b. Providing and laying cement concrete of mix 1:1.5:3 ( 1 cement:1.5 C.S. Sand: 3 hard granite graded stone aggregate of 20 mm nominal size) in volumetric proportions for RCC columns above ground level all as per relevant specifications and as directed including placing, vibrating, shuttering, mixing, transporting, Compacting, finishing all the exposed surface of the concrete members plastering with C.M 1:3 ( 1 cement : 3 C.S.Sand) to a thickness of 6mm to 10 mm as directed, curing etc., including all materials, labour, equipments, tools, plants, fuel, etc., complete. 4b. Above Ground level Note: Steel reinforcement shall be measured and paid separately under relevant item of this schedule.

5. Providing and laying cement concrete of mix 1:1.5:3 in volumetric proportions ( 1 cement:1.5 C.S. Sand: 3 hard granite graded stone aggregate of 20 mm nominal size ) in volumetric proportions for RCC beams all as per relevant specification and as directed at site of work including centering shuttering, mixing, transporting, placing, compacting, vibrating, finishing all the exposed surface of the concrete members plastering with C.M 1:3 ( 1 cement : 3 C.S. Sand) to a thickness of 6mm to 10 mm as directed , curing etc., including all materials, labour, scaffolding, tools, plants, equipments, fuel etc., complete Note: steel reinforcement shall be measured and paid separately under relevant item of this schedule.

6. Providing and laying Grano flooring 25 mm thick in mix 1:2:4 (1 cement: 2 C.S. Sand: 4 hard granite graded stone aggregate 12mm nominal size) in volumetric proportions including mixing, transporting, placing, and finishing the surfaces with floating coat of cement , curing all as specified and as directed including all materials, labour, tools, plants equipments, etc., complete

7. Supplying, fabricating and placing in position HYSD (Fe 415/500 grade) TMT steel bars as reinforcement for all RCC works wherever required, including handling, cutting, bending and tying with 1.25mm dia black annealed steel binding wire including placing, all as per relevant specification, drawings and as directed, including all materials, labour, tools, equipment, transport, fuel, etc., complete. Note:1.The rate shall be inclusive of cost of reinforcement steel, binding wire and fabrication charges etc., complete. Binding wire will not be measured for payment purpose. 2.The contractor will be allowed to use Fe500 Grade TMT steel bar without claiming any extra cost.

8. Supplying, fabrication and erection of Purlins for Lean to roof consists of MS angle of size 100mmX100 mmX8 mm or nearest available higher size over the lean to roof with Bolt & Nut / welding for fixing of Non AC sheet of 6 mm thick including all acesseries / consumables for proper completion of the work, all as per drawings, relevant specifications and as directed at site of work including scaffolding, safety helmets / belts, all eqiupments such as welding plants with all accessories etc., materials, labour, tools, transport, fuel, etc., complete.

9. Supplying, transporting, fabricating and fixing in position M.S angle of size 50mmx50mmx 8mm as verticals embedded in concrete pockets for concertina razor type fencing above the compound wall at required intervals all as per drawing and as directed at site including one coat of red oxide primer including fabricating, transporting, handling, erecting in position including all labour, materials, scaffolding, tools, tackles, equipments, paint, brushes, etc., complete. Note:Concrete for PCC pockets will be paid under relevant item.

10. Supplying, fabrication and erection of frame work for wall cladding consists of MS angles of size 75mmX75mmX8mm (or nearest available higher size) as vertical members and 65mmx65mmx8mm(or nearest available higher size) for Horizontal members fixed with Bolt & Nut /welding for fixing of Non AC sheet of 6 mm thick wall cladding fixed with 50mmx50mmx6mm including all accessories / consumables for proper completion of the work, all as per drawings, relevant specifications and as directed at site of work including scaffolding, safety helmets / belts, all equipments such as welding plants with all accessories etc., materials, labour, tools, transport, fuel, etc., complete.

11. Supplying, and fixing the galvanised iron barbed wire 2 ply,4 points 2.50 mm dia with barbs at 100 mm centers, stretching and fixing in specified number of rows in horizontal and vertical as shown in the drawing and laid with1.25 mm dia G.I binding wire all as per relevant specifications, and as directed at site, including cutting , stretching,tying etc., including all labour, scaffolding, materials, tools, equipments, etc., complete.

12. Supplying, stretching, fixing and tying the concertina razor type fencing over the compound wall as the existing pattern at 100 mm c/c. The fencing wire to be used is made out of concertina razor tape wire not less than 2.5 mm thickness, spring steel (SS) wire with 'C' clips, cotter pins, stainless steel 1 mm thick binding wire and stainless steel stay wire etc., all as per relevant specification and as directed at site including all labour, materials, scaffolding, tack welding the cotter pin, tools, tackles, equipments, fuel etc., complete. Note: For fixing new fencing, payment will be made based on the running meter length of compound wall over which the fencing is fixed

13. Supplying and fixing of Non Asbestos Cement Corrugated sheets of 6mm thick of charminar fortune brand of conforming to IS 14871-2000 type A, category C, Class 7 for roofing / cladding over the purlins, rafters and jointing with necessary galvanised iron "J" or "L" bolts 8mm dia, nets with GI plain & EPOM washers etc., mitering corners and lapping at sides and ends of sheets to suit purlin / rafter etc., consumables for proper completion of the work, all as per drawings, relevant specifications and as directed at site of work including fixing the galvanised M.S. flat of 25x8mm over the roofing sheet and as directed at site of work including all labour, materials, tools, equipments, scaffolding etc., complete.

14. Preparing the new steel members and applying two coats of epoxy paint over a coat of Zinc chromate primer of approved quality, colour to give an even shade all as directed at site of work including providing scaffolding, all materials, labour, brushes, tools, equipments, transport, fuel etc., complete.

15. Preparing the surfaces of wall and applying two coats of colour washing with ACE over a coat of primer for wall surfaces or equivalent to give an even shade all as directed at site of work including all labour, scaffolding, materials, tools, equipments, brushes, etc. complete.

16. Loading ,Transporting dumping and levelling the surplus earth/ debris from the site to the low lying area in the port premises with in a lead of 3 Km as directed including levelling at dumping site ,all materials,labour,tools,equipment, fuel, etc., complete Note: 1.The contractor shall maintain tripsheets in triplicate in approved format at his own cost for the quantity of debris /earth transported. 2.No interim payment will be made .A deduction of 20 % will be made on lorry cubical content for earth transportation and No deduction of voids for debris will bemade. 3.How ever, the final quantity of Debris will be restricted to actual quantity of demolishing item . 16a. Surplus earth.

16b. Debris.