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| 1 | Supply of 60 M Flag mast having top dia - 300 mmand bottom dia- 960 mm, 8 sections, having sheetthickness 5,5,8,8,8,8,10,10 mm, base plate 1180 mmX 45 mm (PCD- 1070 mm) Mast shaft shall be in 8sections, hot dip galvanised and suitable for windvelocity 50m/sec as per the IS: 875 Part - III. The flag mast shall be continuously tapered , polygonal cross section , 20 sided polygon.Theshaft shall be with PU paint of approved make. The flag mast shall be including supply of system for Raising Lowering of Flag having double drum winch , SS wire rope and integral power tool for raising and lowering the flag including decorative dome on the top of Flag mast. The rate is inclusive of supply of foundation bolts confirming to EN-8 grade manufactured from specialsteel along with nuts, washers, anchor plates andtemplates (M-39 X 1200) mm. The item is inclusive of all charges such as labour, tools, tackles, loading, unloading, carriage, delivery to site etc. The item is to be executed as per drawing and technical specification and as per mentioned relevant standards mentioned and as directed by the Engineer-in-charge. |
| 2 | Installation, Testing & Commissioning of Flag mast without civil foundation using tools and labour as required. |
| 3 | Supply, Installation, Testing & Commissioning of LED single dome System & Aviation Obstruction light with 3C x 2.5 Sq mm Cu cable. |
| 4 | Supply, of National Flag size 20X30Ft, made with shiny knitted polyester, 160 GSM (C) |
| 5 | Installation and commissioning of National Flag size 20X30Ft, made with shiny knitted polyester, 160 GSM (C) |
| 6 | Supply, Installation, Testing & Commissioning of 350 watt LED Flood Light luminaire. Luminaire housing should be made up of Diecast Al with toughen glass front cover. Lumen output of the luminaire at 5700°K should be more than 42000 lumens. Luminaire should have IP 65 and IK 07 protection with average life of 50000 burning hour at L70. Beam angle of the luminaire should be narrow type for Illuminating Flag mast at top including 3C x 2.5 sq mm cable for wiring of luminaire installed on pole. |
| 7 | Supply installation testing & commissioning of 11 Mtr internally and externally Hot dip galvanised octagonal pole made up of 3 mm thick HT Steel sheet Conforming to grade S355JO, E 350. The pole shaft should be continuously tapered one section with single longitudinal welding. Top A/F of the pole shaft is 70 mm and bottom A/F is 175 mm. Base plate of 275 mm. X 275 mm. X 16mm (thk) shall be welded (inside & outside) with pole shaft. Four (4) no M24 X 750 mm long \"J\" bolts with accessories are included in supply for fixing of pole with foundation using 4 no existing holes on base plate. Poles should shall be supplied with weather proof & vandal resistant ant inbuilt flash door including locking arrangement with Alan key including supply and fixing of circuit board with cable termination facility and MCB. |
| 8 | Supply installation testing and commissioning of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, single dial time switch, 25A TP contactor for the automatic switching of luminaries, power tool including civil foundation. |
| 9 | Supply, Installation, Testing & Commissioning of GIpipe earthing for Flag mast with 2.5 M long 40 mmdia GI Pipe including connection to High mast earth terminal with 25 x 3 mm GI flats with all materials and labour. (2nos per mast required) |
| 10 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of the excavation not exceeding 1500mm. |
| 11 | 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. (payment to be made on measurement of finished quantity) |
| 12 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. |
| 13 | Brick work with 1st class bricks in cement mortar (1:6). (b) In superstructure, ground floor. |
| 14 | (a) In foundation and plinth |
| 15 | Dismantling all types of plain cement concreteworks, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m. In ground floor including roof. upto 150 mm. thick. |
| 16 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. In ground floor including roof. |
| 17 | Providing Bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, excluding the cost of concrete but excluding the cost ofreinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lift sand lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). (a) Using hydraulic piling rig.ii) Pile diameter - 500 mm. |
| 18 | Supplying ready mixed concrete of M25 grade with well graded stone chips of 20mm nominal size containing designed quality 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. includive 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 seperate item. [ cement to be supplied by the Manufacturer/ supplier] Without approved concrete pump. |
| 19 | Supply of concrete pump including all tools, machine, operator and fitting fixing complete. |
| 20 | Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. Pakur Variety. |
| 21 | 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 intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m.Tor steel / Mild Steel. I. SAIL/ TATA/RINL |
| 22 | 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 works (upto roof of ground floor). (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 23 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 24 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 25 | 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]20 mm thick plaster With 1:6 cement mortar. In ground floor. |
| 26 | 15 mm thick plaster With 1:6 cement mortar. In ground floor. |
| 27 | 10 mm thick plaster With 1:4 cement mortar. In ground floor. |
| 28 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. ( Item is applicable to new work or old work when the original surface has been exposed by removal of old paint.) |
| 29 | 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 :On steel or other metal surface :With super gloss (hi-gloss) -Two coats (with any shade except white) |
| 30 | 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 |
| 31 | 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-incharge 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 erectionall 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.Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such itemwith the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.I) For structural members of specified sectionsweighing less than 22.5 Kg./m |
| 32 | Supplying,fitting & fixing granite slab15mmto18mm thick in floor, lobby, stair, landingand treads etc. over 20 mm (avg) thick base of cement morter (1:2 )laid with white cement [email protected] Kgper Square meter before placingof granite and jointed with white cement [email protected] per square meter with necessary pigments and complete as per direction of Engineer-in-charge includingcost of allmaterials, labours,curing and roughening of concrete surface complete. c) Area of each Granite slab above 1.00 Square meter.In ground floor |
| 33 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing7.5% nickle (Interior Grade) Brushed/ Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx) |
| 34 | Painting with ready mixed Black Japan of approved make and brand including smoothening surface . Two Coats |
| 35 | Supply, fabricate and provide M.S. Liner 8mm thick for RCC bored piles, Steeling well etc. |
| 36 | Removal of mud/ sludge/ slurry/ liquid earth obtained during piling work from the working site and disposal of the same beyond the KMC/ Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading and unloading the same with pump, clearing the site complete in all respect as per direction of the Engineer-in-charge. (b) For 500mm Pile |
| 37 | Performing High Strain Dynamic Pile Load testing by using Pile Driving Analyzer as per IRC: 78-2014 standard procedure with a hammer of suitable weight (1-2% of the test load or 5-7% of the dead load on the pile or suitable energy as decided by Engineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer hoisting arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials, completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer-in-charge.b) For Test load 101 to 300 MT (i) Within 60 km from Rajbhaban |
| 38 | Integrity testing of Pile using Low Strain / SonicIntegrity Test / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in charge. a) Within 50 km. radius from Raj-Bhavan |
| 39 | Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-chargev) Testing load between 250 T and 300 T. |
| 40 | Supply earth mover / excavator cum loader including fuel, permit, requisite operator, helper etc for 8 hrs. The rate is inclusive of all expenses complete. |
| 41 | Dismantling steel works in all types of sections upto a height of 5m above plinth level excluding cutting of rivet as per technical specifications clause 202 for rural roads of MORD, including dismembering. |
| 42 | Hire charges of crane (hydra) upto 12 tonne capacity including one no operator, one no helper, fuel etc. The rate is inclusive of all expenses etc complete but excluding GST. |
