Construction of rotary and related development works near main gate at RRCAT, Indore.

Amount

Imp. Note: a) The site location is at Main gate of RRCAT and due to traffic intensity, the work may be carried out during off peak hours b) The bidder must possess valid EPF & ESIC registration. The bidders need to deposit EPF & ESIC with appropriate authority. The reimbursement for EPF & ESIC deposit shall not be made. c) The payment of wages to labourers should be made through bank. d) The bidder must possess sufficient manpower & other resources (as detailed in SGF ) required for the timely completion of work.

0.00 metre to 1.50 metre below average G.L

Demolishing plain cement concrete works by chiselling at all levels including scaffolding, disposal of materials within 50 metres lead etc. all complete as per specifications & as directed by Engineer in-charge.

Demolishing Reinforced cement concrete works by chiselling at all levels including scaffolding, cutting of reinforcement bars by gas cutting, straightening & stacking of steel bars and disposal of unserviceable materials within 50 metres lead etc. all complete as per specifications & as directed by Engineer in-charge.

Cutting Bituminous road surfaces including disposal of unserviceable materials within 50 metres lead etc. all complete as per specifications & as directed by Engineer in-charge.

ead charges, by mechanical transport to anywhere in RRCAT CAMPUS, including loading, unloading, stacking/levelling etc. all complete as per specification and as directed by Engineer in-charge. Note: The rate are applicable for the net quantities arrived at after making deductions for voids @ 20% in respect of soils and @ 50% in respect of rock from the corresponding stack /truck measurements.

For soil

Lead charges for debris by mechanical transport upto 2.0 kms within RRCAT including loading, unloading, stacking/levelling etc. all complete as per specification and as directed by Engineer in-charge. Note: The rate are applicable for the net quantities arrived at after making deductions for voids @ 30% in respect from the corresponding stack /truck measurements.

Cement concrete 1:3:6 using graded stone aggregate 40 mm max. size including consolidating, finishing, curing etc. complete excluding formwork, all complete as per drawing, specification and as directed by Engineer in-charge.

Providing & laying in position Design Mix REINFORCED CEMENT CONRETE of M-25 grade at all heights using graded stone aggregate of 20mm max. size including machine mixing, weigh batching, mechanical vibration, consolidation, finishing, curing and cost of labour, machinery, and materials etc. complete as per specifications but excluding shuttering, formwork and steel reinforcement. All complete as per drawing , specification and as directed by Engineer in-charge. (Minimum Cement content shall not be less than 387kg/cum of concrete.)

In foundations, footings, plinth beams, base of columns, flooring.

In columns, mullions, pillars, posts, struts

In beams, slabs, lintels, bed blocks, chajjas, canopies, shelves, walls and window cills, Staircase etc.

Providing, centering and shuttering using timber planks/steel plates including strutting and propping etc. at all height and removal of the same for in situ reinforced concrete and in plain concrete work. All complete as per drawing, specification and as directed by Engineer in-charge.

Foundations, footings, base of columns plinth beams, flooring, machine foundations, bed blocks, window cills, copings and mass concrete

Columns, pillars, posts, struts, mullions etc.

Walls, partitions and the like including attached pilasters etc.

Providing and fixing reinforcement for reinforced cement concrete using preferred make having minimum yield strength of Fe 500 or higher grade as per IS:1786 at all levels including supplying, cutting, bending, fixing, tying in position with 1.6mm dia soft drawn annealed binding wire etc. complete including cost of binding wire and as per drawing, specifications and as directed by Engineer-in-Charge.

Note: 1.The steel reinforcement bars shall be brought by the contractor at terms & conditions specified.TMT bars manufactured in the brand name of preferred shall only be permitted subject to furnishing of challans, valid test report issued by the manufacturer, pertaining to elongation,yield strength, Bend rebend test etc.

Note : 2. Random testing of sample collected at site shall be arranged by the contractor at their own cost.One sample comprising of three specimens shall be collected for every 25MT of bars brought at site .The representive of department shall associate with the engineer of contractor at each satge right from sampling of testing .All charges ,transport taxes etc shall be borne by the contractor.

Note : 3. The contractor shall be solely respossible all the time for watch & ward of bars/binding wires etc at their own cost.

Note : 4. 1.60 mm dia . Soft drawn annealed BINDING WIRE required for the work will have to be procured by the contractore at their own cost and will not be measured for payment .

Note : 5. Other condtion as stipulated in general condition, special conditions, additional conditions and specification shall also be applicable and no claim whatsoever on account of enforcing these provisions shall be entertained .

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using ISMBs, Joists, channels, angles, flats, Tees etc. of minimum grade Fe 250, at all levels including welding, painting with two coat of enamel paint over a coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using RHS, SHS & circular hollow sections of Grade Yst 250 as per relevant IS code & of preferred mak at all levels including welding, painting with two coat of enamel paint over a coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

Providing, fabricating, cutting, erecting, and fixing in position structural steel works of any shape using Structural steel M.S. plain & chequered plates at all levels including welding, painting with two coat of enamel paint over a coat of approved steel primer and transportation etc. complete as per specifications and as directed by Engineer-in-Charge. (The welding weights shall not be measured for payments but cost of same shall be included in the rate.)

Note: For item no. 11 to 13 : 1. Structural steel conforming to IS: 2062 2. The contractor shall supply copy of Documentary evidence of purchase of steel, test certificates from the manufacturing firms and also testing from third party, if required to be arranged at no extra cost. 3. Welding weights, connections, bolts and nuts shall not be measured for payment but the cost of which shall be deemed to have been included in the rate. 4. All holes will be made by drilling only. Gas cutting of holes will not be permitted. 5. Electrodes manufactured by preferred brand only shall be used.

Brick work in cement mortar 1:6 using table moulded chimney bricks having a compressive strength not less than 40kg/cm² in foundation & plinth upto FFL including curing, raking out joints above ground level, simultaneous pointing below G.L. etc. All complete as per drawings, specifications and as directed by Engineer-in-charge.

Cement plastering to external surfaces of walls at all heights, 20mm thick, with cement mortar 1:4 over brick walls or concrete surfaces, including finishing rough (wooden float finish) hacking the concrete surfaces, double scaffolding wherever necessary, curing etc. all complete as per specifications & as directed by Engineer in-charge.

Painting the exterior walls and roof with two coats of preferred make and approved shade including preparing the surface by removing loose dust and dirt with stiff brush and washing the surface with clean water, treating the surface with antifungal chemical wherever required, filling holes with putty, scaffolding and cleaning, tools & tackles, safety appliances etc. all complete as per specifications & as directed by Engineer in-charge.

Kota/Sand stone flooring/skirting, using 15mm to 20mm thick hand cut kotah/sand stone slabs laid over 20 mm thick mortar, close jointed and pointed with matching cement slurry finished to levels, slope or plumb as required and cured etc. all complete as per specifications & as directed by Engineer in-charge.

In flooring with Cement mortar 1:3 over 20mm thick bedding

In skirting over cement mortar 1:3 , 20mm thick backing

Coloured Glazed tile in flooring/dado using 1st quality 6mm thick glazed tiles of size as mentioned below of preferred make with necessary specials etc. over 20mm thick cement mortar 1:3 bedding, close jointed and pointed with matching white/coloured cement slurry and finished to levels slope or plumb as required including 20mm thick cement mortar 1:3 bedding, making good the surface before bedding, cutting of tiles, curing, acid washing etc. all complete as per specifications & as directed by Engineer in-charge.

Flooring using 300x300mm tiles

Dado/Skirting using 450x300mm tiles

Providing and laying/fixing in position 15mm to 18mm thick machine polished granite slabs of approved colour and quality including machine/hand cut, polishing, buffing the edges all in line, level, (curvature corners if required) in 20mm thick cement mortar 1:3 bedding with best workmanship, finishing, curing, complete in platforms, shelves, wash basin, cills, jambs, facias, treads and risers etc. All complete as per specifications & as directed by Engineer-in-Charge.

Black, Cherry/Ruby red shade

Providing and laying rubber moulded reflective type factory made chamfered edge Cement Concrete interlocking paver blocks of following thicknesses in footpath, parks, lawns, drive ways or light traffic parking etc, of Alankar/Parex or other approved make of M-35 grade strength, of approved size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all complete as per specifications & as directed by Engineer in-charge. . Note :- The cost of sand shall be paid separately under relavant item.

80mm thick interlocking paver blocks

Construction of Granular sub base by providing coarse graded material as per grading, spreading in uniform layers on the prepared surface, mixing at optimum moisture content and compacting with vibratory roller/mechanical earth rammer to achieve the desired density complete. All complete as per specifications & as directed by Engineer in-charge.

For grading - I material (with 75mm and down size aggregates)

Providing & laying Asphalt concrete for existing roads with 6% binder using 60/70 Grade Bitumen by weight of total mix of aggregate consisting of 20mm and down graded including heating of binder and aggregates, handling of materials, mixing, transportation, spreading, finishing with paver to required levels, grade & camber, rolling with power roller etc. complete as per specifications and including spreading the stone dust/lime on the finished surfaces.All complete as per specifications & directed by Engineer in-charge.

Providing & applying tack coat using bitumen emulsion (Rapid setting) conforming to IS:8887, spraying the emulsion with mechanically operated spray unit, cleaning & preparing the existing road surface as per specifications.All complete as per specifications & directed by Engineer in-charge.

Providing & laying 10mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180micron sieve) with bitumen using 213 kg of bitumen of grade 60/70 bitumen per cum of fine aggregate and 1.00 cum of fine aggregate per 100sqm of road surface including rolling with road roller of 8 to 10 t capacity to achieve the required compaction etc. complete as per specifications and as directed by Engineer-in-charge. Note: The testing of stone aggregates, bitumen etc. shall be carried out as per 'MORTH'/ IS specifications. The entire cost of material testing shall be borne by the contractor.

Providing & applying 2 mm thick Thermo plastic road marking compound of white/yellow colour or any other approved shade for road marking on bituminous or concrete road surfaces using automobile painting machine used for road marking work, managing the traffic control during the work, installation caution boards etc complete as per drawing, specification and as directed by Engineer-in-charge.

Supplying, lowering, laying, RCC spun pipes (Class NP2) of IS : 458 with necessary collars, laid to correct grade and levels at all depths including cutting to length, jointing with hemp yarn and C.M. 1:1, caulking the joints and finishing, curing, testing etc.All complete as per directed by Engineer in-charge.

Providing, laying, jointing, fixing, testing and painting heavy quality (Class C) M.S. Galvanised pipes as per IS:1239 of preferred make including fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends and all other fittings, requried for the completion except screwed flanges conforming to IS:1239 and also as per the code of practice of water supply in buildings of IS: 2065 including testing the pipes & fittings for 10kg/sqcm pressure for a minimum period of two hours duration with clean & potable water, including cutting to waste of pipes, threading, cost of all jointing materials like hemp yarn, white or red lead, painting with two coats of anti-corrosive bitumastic paint for under portion & oil paint for exposed portion over a coat of primer, clamps, wooden gutties, screws, cement, sand etc. all complete as per specifications & directed by Engineer in-charge. Note: The measurement shall be taken along centre line of pipes and fittings or specials, excluding flanges.

Providing and fixing in position heavy pattern screw down gun metal GATE VALVEs of preferred make conforming to IS:778 with hand wheels at top including testing for 10 kg/cm2 pressure with clean and potable water with a minimum testing duration of two hours etc. all complete as per specifications and as directed by Engineer-in-charge.

Providing, laying, jointing, fixing and testing CPVC pipes of grade SDR - 11 as per IS:15778 of preferred make including CPVC plain & brass threaded fittings like elbows, collars, tees, unions, couplings, reducers, enlargers, bends, CPVC MTA, FTA and all other fittings required for the completion, having thermal stability for hot & cold water supply and also as per the code of practice of water supply in buildings of IS: 2065 including laying under the floors, chasing in walls, roof slabs and making good the same to the original conditions, including fixing the pipe with clamps at 1m spacing, cost of all jointing materials like hemp yarn, white or red lead, clamps, wooden gutties, screws, cement, sand etc. complete testing the pipes with clean water all complete as per specifications and as directeced by Engineer-in-Charge.

20mm nominal size

25mm nominal size

32mm nominal size

Providing, laying, jointing, fixing and testing PVC rigid pipes of class 'B' of preferred make for sewerage ensuring thermal stability for waste water, sewage, acids etc. including all PVC fittings, jointing with durable solvent, testing the pipes at a pressure of 6 Kg per Sq cm etc. complete as per drawing, specifications and as directed by the Engineer-in Charge.

M/s. SAIRAJ CONSTRUCTION (BID ID -3286878)