Local Self Government Department Tender
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Costs
EMD
₹ 5,31,740Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_DLB_298200_1Bid Award Id
ViewTender No
4386Tender Authority
Local Self Government Department ViewPurchaser Address
-Website
http://https://lsg.urban.rajasthan.gov.in/content/raj/udh/lsg-jaipur/en/home.html
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BOQ Items
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providing ,laying ,spreading and comacting of granual sub base by providing close graded material, mixing in a mechanical mix plant at omc ,carriage of mixed material to work site , spreading in uniform layers with motor grader on prepared surface and compacting with vinbratory power roller to achieve the desired density complete as per mor t&h specification clause 401 including all material ,labour machinery ,lighting,guarding and maintenance . Grading - III Material
401.15
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969
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providing ,laying ,spreading and comacting of granual sub base by providing close graded material, mixing in a mechanical mix plant at omc ,carriage of mixed material to work site , spreading in uniform layers with motor grader on prepared surface and compacting with vinbratory power roller to achieve the desired density complete as per mor t&h specification clause 401 including all material ,labour machinery ,lighting,guarding and maintenance .Grading - II Material
136
-
1040
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Providing, laying, spreading (with paver finisher only) and compacting wet mix macadam (WMM) base course comprising of graded stone aggregate and granular material conforming to MORT&H specifications (Table 400-II) in layers of equal compacted thickness each consolidated, including pre-mixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub-base/ base course and compacting with power vibratory-roller to achieve the desired density complete as per MoRT&H specification clause - 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
136
-
1360
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Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion
136
-
4570
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Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
234
-
254
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Providing and applying primer coat over prepared surface of
granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and inally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
1360
-
20
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Providing and applying tack coat on the prepared surface with
bitumen emulsion as per IS: 8887 and approved quality @ 0.2
kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
1360
-
7
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Providing and laying bituminous macadam in 50/75 mm compacted thickness on prepared surface with specified graded crushed stone aggregates as per Table 500-4, Grading-II for base/ binding course, loading of aggregate with F.E. loader, heating and mixing of stone aggregate and bitumen in computerised hot mix plant, transported to site by tippers to aver, laid over a previously prepared surface with paver finisher fitted with electronic sensing device to the required grade, level and alignment and rolling with power roller and ibratory compactor as per clauses 501.6 and 501.7 to achieve the desired ompaction complete as per clause 504 of MoRT&H specification and including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of primer/ tack coat. With Bitumen VG-grade 30 @ 3.3% (percentage by weight of total mix)
40.8
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4730
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Providing and laying open graded premix carpet 20mm thick
(compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot ixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
1360
-
94
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SYNTHETIC FLOORING roviding and laying of FIB Approved 8 layers Synthetic pu “Court” Cushion Coat for Basket ball Court including One Layer of Court Concrete Primer One layer of Court Acrylic Resurfacer Four Layers of Cushion Rubber Two Layers of Color Coat Line Marking The synthetic surface should be International Basket Ball Federation Approved
1360
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2020
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NET POLES Providing and fixing of Basket ball poles as per standard practices as approved by Sports Council.
2
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240000
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Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
968
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254
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TOP COURSES OF PLAY FIELD Providing and laying crueshed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in chagre.
298.8
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1700
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Providing and laying of approved class top surface of playfield with clay mix with buddah and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water
298.8
-
3600
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Marking of all on-field & off-field lines thru PVC vinyl tape (three years warranty)
2
-
25000
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NET POLES Providing and fixing of Volley ball Nets/poles with Refree chair as per standard practices as approved by Sports Council.
2
-
70000
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Jogging track: First layer of brick blast of not less than 100-125mm thickness Single layer of (morroum/red soil) 80 % and cotton soil 20% mixed properly of 150mm thickness (before compaction) of grade 2 and compact it with roller. Top layer of red clay 75 %, (cinder soil and clay/dust/zekhara in equal ratio) 25 %mixed properly with grade 1 will be spread of total thickness of 4” (before compaction) and compaction with roller. watering to be done in between as and when required.
4260
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1150
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Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil
2563.5
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33
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Carriage of Materials:
earth upto 1km
2563.5
-
106
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supplying and stacking good earth at site of work
2563.5
-
163
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grassing with carpet grass (selection no.1 )including watering and maintenance of lawn for 30 days or more till the grass forms a thick lawn free from weads and fit for moving.in rows 5cm apart in either direction in rows 5 cm apart in either direction
5000
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928
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Supply at site of work well decayed farm yard manure, from any
available source, approved by the engineer in charge including
screening and stacking.
452.25
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605
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Supplying and stacking of well decayed cow dung manure at site
390
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605
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Supply of chemical fertilizers at store in bages weightiong not less than 50 Kg. Each including loading unloading & transporation etc.
45
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900
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Urea
45
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900
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Murrate of photash
45
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900
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Supplying and Fixing Goal Post as per FIBA Specification
1
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150000
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Excavation of main cricket pitch (of size 80 feet by 30 feet ) up to 12 " depth along with level tags, then laying first layer of 4"thickness of crush bricks and water filling then after. then laying second layer of river sand(BAZRI) of 4"thickness and water filling then after. After that second layer of Loomy sand of 4 " thickness and compaction will done with dhurmut and water sprinkling.Loamy sand will consist of 90%of fertile soil and 10 %black fine soil.Then black soil of total thickness of 8", after that selection grade grass will be laid 14” level then dressing with the fine black soil of patches, then cutting of grass and rolling with the roller top dressing of the pitch with the finest black soil 1” each Then the top layer rolling and dressing again.
2400
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350
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Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving ncluding supplying good earth if needed. In rows 7.5 cm apart in either direction
12090
-
36
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Supply of roller of 1.5 ton capacity
1
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150000
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Providing and fixing precast cement concrete M-20 grade (Using
mechanical Concrete Mixer) kerb stone top and bottom width 115
and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour,
machinery, lighting, guarding and maintenance of diversion.
108
-
254
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Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
170
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164
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
72.43
-
3360
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Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand)
47.88
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3190
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Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
172
-
98
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)
45
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4960
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providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) :
15
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4280
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Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
60.48
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162
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Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.
110.5
-
269
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Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
77.42
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4500
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix: : 1:6 (1 cement : 6 fine / coarse sand)
370
-
192
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement : 4 fine/ coarse sand)
340
-
174
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Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.(for all concrete works)
5000
-
51.5
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
30000
-
69
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Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/m²
1487.2
-
706
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Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes: 110 mm diameter
160
-
253
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Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Bend 87.5° 110 mm bend
16
-
128
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Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Shoe (Plain) 110 mm Shoe
16
-
316
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P & F ISI marked flush type 120/280 watt rotary step
fan regulator including making connection testing etc. as required.
16
-
221
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P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required. (for estimation purpose only)1400 mm sweep
16
-
1585
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P & F of IP-66 protected high power LED flood light system with extruded aluminium housing , toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps supplied with pre wired cable of 1 mtr. Integratedriver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumen be maintained. Light output in red , green , blue, cool white or warm white colour as per engineers choice. Fixtures shall be CE compliance High power LED flood light 30 watt.
16
-
2598
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Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed 1.1 kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated unsheathed 1.1 kV grade copper earth conductor (IS:694) of approved make double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.Long point (up to 10 mtr..)
40
-
537
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P&F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required. 450 mm sweep(900 RPM) gurp I
10
-
3809
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Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required.2 x 1.5 sq.mm
200
-
26
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1 x 2.5 sq.mm
200
-
21
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting,1.5 mm thick supported on a mild steel angle iron post 3 metre long and size 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including all material, labour.90 cm equilateral triangle
1
-
3820
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Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia. of wire 0.63 mm
420
-
170
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg / 10 sqm.) (External Paint)
432
-
65.5
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Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade. (Internal Paint)
360
-
55.5
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Providing and laying un-reinforced, dowel jointed, plain cement concrete mix in pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS: 383, aximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, ompacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, ebonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30
83.05
-
5930
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths nterlocked together through their entire length and jointed together at the end by end locks ounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters. 80x1.25mm M.S. laths with 1.25 mm thick top cover.
10.5
-
2250
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Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. omplete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15x3mm lugs, 10cm long, embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary inges or pivots complete as per approved design.
300
-
128
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It consists of closed cell foam backing for excellent shock resistance and superior stability and provides good energy return. It has a reinforced woven fiberglass inner layer with 100% vinyl wear layer with a Polyurethane coating. Shock Absorption - It has excellent shock absorption properties making it safe for all sports (ratings mentioned in specs for each thickness) Vertical Déformations – It has an excellent power return enabling athletes to increase their own court performance. A superior vertical stability eliminates “area” indentation. Ball Rebound – It has a consistent ball rebound all over. Sliding – An optimal slip coefficient provides a safe playing surface. · Price for the indoor flooring 4.5 mm thick 2324 sq ft @ 250 PER SQ FT = 5,81,000.00 · Badminton poles 2 pair @ 19000/- = · Total :- 38000
1
-
620000
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