Rajasthan Urban Infrastructure Development Program Tender
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Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RUIDP_120535_1Bid Award Id
ViewTender No
RUIDP/BMGF/Khandela/01Tender Authority
Rajasthan Urban Infrastructure Development Program ViewPurchaser Address
-Website
http://http://urbanslbruidp.rajasthan.gov.in/
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Documents
BOQ Items
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Refilling Work
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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.
2591.1
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Stone Soling
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Supplying and filling in basement with Stone soling 40mm dia down size and filling the pores with the dust, in layers of not more than 15cm thick, well rammed, watered and consolidated etc., complete complying with standard specification.
164.99
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Plain Cement Concrete
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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 :
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1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).
167.68
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
98.38
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Reinforced Cement Concrete M25
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement
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1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size). (As per design mix)
907.33
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Reinforcement
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Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending)
113.39
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Centering/Shuttering
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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 :
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Foundations, footings, bases of columns, etc. for mass concrete
769.57
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
3655.98
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Suspended floors, roofs, landings, balconies and access platform
46.19
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
27.72
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Columns, Pillars, Piers, Abutments, Posts and Struts.
113.47
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Brick Work
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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 motar 1:4(1 cement: 4 coarse sand)
317.18
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Stone Masonry
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Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:4 (1 cement : 4 coarse sand)
29.82
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Plastering
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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 : 1:4 ( 1 cement: 4 fine/coarse sand)
2176.64
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Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 12mm cement plaster of mix 1:4
46.7
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White wash
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White washing one coat with freshly burnt white shell lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed by the engineer in charge
223.1
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Doors and Windows
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
8.08
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Providing and fixing double leaf Window wooden shutters made of Ist grade wood as per traditional design (Deshi pattern) planks thickness 25mm and width of Binies, Andheri 35mm and 25mm, including Adwa etc. with fittings (nails, sankal, kunda, cheri, handle and patti etc.) as per existing matching/ as per approved design with moulding/ carving complete in all respect : Sheesham wood grade Ist. MP teak wood grade 1st
5.88
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Ladder
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Providing, fabricating and erecting MS ladder of 450mm wide made of 65 x 65 x 6mm angle iron and 20mm MS bars for walkway to top of the room including cutting, hoistng, fixing in position and applying a priming coat of approved steel primer complete in all respect as per specifications and the direction of the Engineer.
3
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Flooring
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete
87.25
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Roofing
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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.
1100
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Providing AC sheet roofing over casted sructural steel work
80.17
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Pavement
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Sub Grade
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Construction of subgrade and earthen shoulders with approved material obtained from borrow area with all lifts & leads, transporting to site, spreading, grading to required slope and compacted in layers not exceeding 200mm thickness at OMC, with vibratory roller of 80-100 KN static weight or more to attain a density 97% maximum dry density to meet requirement of table No. 300-2 as per MoRT&H specification clause 305. (Lead taken upto 5 km)
347.06
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Granular Sub base
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Providing, laying, spreading and compacting of granular 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 vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour,machinery, lighting, guarding and maintenance of diversion. Grading material I
187.6
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Wet Mix Macadam
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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.
234.5
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Prime Coat
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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 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
938
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Bituminous Macadam
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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 paver, 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 vibratory compactor as per clauses 501.6 and 501.7 to achieve the desired compaction 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)
46.9
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Bituminous Concrete
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Providing and laying 30-45 mm compacted thickness Bituminous Concrete as per design mix (approved by Engineer) on prepared surface with specified grade stone aggregate as per Table - 500-18
with bitumen for wearing course including loading of aggregate with
F.E. loader and hot mixing of stone aggregate and bitumen (including cost of anti-stripping compound wherever required) in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensing device (as per clause 504-3.5) to the required level and grade and compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density complete as per clause 509 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat. Grade-II with Bitumen VG-grade 30 @ 6% (percent by weight of total mix)
28.14
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Filter Media
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Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.
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Aggregates 90 mm to 45 mm
4.32
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Aggregates 25 mm to 10 mm
11.88
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Stone aggregates 16mm-20mm
110.88
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Aggregates 12 mm to 16 mm
100.8
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Aggregates 6 mm to 8 mm
71.06
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Coarse Sand
201.6
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Waste Water Pipes
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Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer.
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160mm dia pipe
72.86
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110mm dia pipe
455.42
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110mm dia Tee pipe
35
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160mm dia Tee pipe
36
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110mm dia elbow
24
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6 inch perforated pipe with 100 perforations at 0,45,90,135 and 180 degree per metre length. Hole dimensions in excess of 10 mm diameter
109.4
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Vent kowl
49
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55mm dia pipe
2
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End cap to sampling pipe
4
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Ball valves for inlet, outlets and at diversion chambers
8
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Providing and fixing UPVC SOIL / VENT / WASTE SWR pipe of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.)
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6 inch dia pipe
6
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Water Supply Pipelines
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Supplying and laying and joining of CPVC pipes from over head tank to the designated locations for the supply of water confirming to ASTM standard including all CPVC fittings like Tees, elbows, bends, unions, coupling, reducer and collars etc. The work shall include cutting, jointing, with solvent cement and pressure testing the joints/ pipeline for 10kg/Sqcm. with hydraulic pressure for 2 hours etc. Making holes including chasing in masonry walls with groove cutting machine to required width and depth, making bores in walls, foundations and RCC Slabs. Making good the walls and bores in CC 1:1.5;3 or CM 1:3 as applicable and clearing the debris. Grouting the concealed pipes and all other incidental charges, scaffolding etc. complete as per the instructions of Engineer in charge
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50mm dia (SDR 13.5) grade ASTRAL- CPVC pipes
5
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40mm dia (SDR- 13.5) grade ASTRAL -CPVC pipes
75
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32mm dia (SDR- 13.5) grade ASTRAL -CPVC pipes
50
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Providing and fixing of 15mm dia CP pip Cock water tap
8
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Water Storage Tank(Underground Sump)
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Providing and fixing of Sintex Tank 1000 liters capacity over the roof of operator room and store room. The cost includes for providing steel stand of 2m height to be mounted in the terrace with concrete including cost and conveyance of all materials like valve and brackets etc. complete as directed by the Engineer In charge
2000
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Overhead Tank
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Providing and fixing of Sintex Tank 1000 liters capacity over the roof of operator room and store room. The cost includes for providing steel stand of 2m height to be mounted in the terrace with concrete including cost and conveyance of all materials like valve and brackets etc. complete as directed by the Engineer In charge
2000
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Gate at the entrance on compund wall
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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:Gate design as provided by the architect or the engineer
500
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Supply of pumps
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Supply and installation of mono block pump to pump water from underground sump to overhead tank . Pump power: 1 HP
1
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Dewatering pump for reusing final treated water for gardening purpose, to be mounted on a mobile platform. Power power: 2 Hp
1
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Sanitary Fittings
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :
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White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar taps.
1
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
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White Vitreous china W.C. pan of size 580x440mm with integral type foot rests
1
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Filter material for Anaerobic Filter
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Providing and laying Cinders as a Filter Material In AF as per the instruction given by the site engineer in charge.
2.7
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Plants
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Supply and planting following in gravel filter media, well branched, well established & free from disease of 300mm min. height, 0.3 m deep hole dug in the gravel media, backfilling the hole watering etc as required.Plants species - reeds, as mentioned in the bid document or directions of the engineer
792
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Providing and fixing mild steel grill work for screening of wastewater as per drawing including fixtures, necessary welding and painting with one coat of zinc oxide and two coats of oil painting complete.(Ass per instruction of site engineer)
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Weld grill with vertical sloping 5 mm thick bar placed at a distance of 3 cms and dimensions of 700 mm x 600 mm
12
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Drainage
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : 35.6.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not l ess than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With bricks with class designation 75
1
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Providing at site, lowering & laying of pipes in openings of the side walls, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications, for pipe length as per drawing and specification including making neccesary holes in the wall, plastering both sides and hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by Engineer. 110 mm pipe
3
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Precast Culvert
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Precast RCC M-40 grade Box culvert section designed for 'AA' class loading as per IRC specification size 600mm x 600mm
20
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Brick Bat Filling
0.78
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PART B: ELECTRICAL WORKS
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ELECTRICAL
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P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required. 900 mm sweep
1
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P & F 1.6 mm thick M.S. Recessed fan box, hexagonal/ round of size 100 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side .
1
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P & F strip type fluorscent tube fitting fabricated from (CRCA sheet and finished with powder coating / stove enamelled paint)/(extruded non corrosive UV resist EP channel) complete with accessories like (OCCB, starter, starter seat)/ EB, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. ( without tube): 1x 36 watts with OCCB
4
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P & F Fluorscent tube rod in existing fixtures as required. 36/40 watts
4
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P & F of IP65 IK10 rated LED bulk head type ligh fixture made from CRCA sheet steel housing suitable for mounting LED tube system (integral driver), Powen consumption of 10-15W , 500-600 lumens system lumen efficiecy 70 lm/ watt output suitable for1x100 W GLS/ 9W CFL bulk head fixtures, life time of 50000 burning hours with 70% initial lumen maintained. CCT 3000° K, 4000° K and 6000° K. Fixture shall be in compliance with CE & KEMA standards. LED Bulk head luminaire 9/10W
2
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Pipe Earthing as per IS:3043 with perforated 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required.
2
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Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in 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 & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. long point upto 10 m
4
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P & F ISI marked (IS :3854) 6 amp. flush type switch including cutting hole in tile and making connection testing etc. as required.
4
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P & F ISI marked flush type 120/280 watt rotary step fan regulator including making connection testing etc. as required.
1
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P & F 18 SWG Sheet steel boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surface or in recessed as required. Size: 150 x 75 x 60 mm
1
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P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections with lugs, testing etc. as required. 0.5 to 4 A
1
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Street Lighting
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Supply and erection of hot dipped galvanised steel swaged tubular pole /GI Conical Pole conforming to IS 2713-1980 (part I to II) with galvanised base plate of size 400mm x 400mm x 7mm in position including excavation of the pit and filling the same with C.C. of M- 10/M-20 grade (1:3:6)/ grade(1:1.5:3) from base plate to 50cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals , cable entry, GI cable sleeve complete as required. The pole shall be galvanised using ISI mark tube for structural purpose.
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7/7.5 Mtr. Group 1
5
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P & F IP-43 protected street light luminaire on existing bracket suitable for FTL, made out from CRCA sheet steel finished with stove enameled paint, having deep drawn aluminium alloy canopy reflector cum control gear tray, clear ribbed acrylic diffuser held with synthetic gasket, with all necessary accessories copper wound ballast, capacitor, starter, holder prewired with pvc insulated copper conductor including making connection testing etc. as required. (without tube). Grade 1
5
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P & F Fluorscent tube rod in existing fixtures as required. 36/40 watts
5
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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. Also includes cost of trenching as and when required and refilling
5
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Supply and installation of 16 A swtich for controlling power supply to street lights, including providing neccesary panel boxes, connection, accessories . Complete
2
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Environment Management Cost
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Ambient Air Quality Monitoring- For parameters – PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect.
14
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Ambient Noise Quality Monitoring - To Identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc. the equivalent noise levels shall be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect.
4
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Water Quality Analysis– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminum, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
4
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Supply of Tools as per technical specifications
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Gum boots
4
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Plastic drums
2
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Rakes
3
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Tarpaulin sheet: 9x9 ft size
6
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Broom
4
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pH meter
1
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Mask
5
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Spanner
1
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Gloves
4
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First Aid box
1
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Hose pipe
80
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Shovel
2
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Wheel barrow
2
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Plant trimmer
1
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Sludge measuring device
1
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Procurement of Desludging vehicles
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Supply, Trial run and commissioing of Truck mounted 4000 L capacity of Desludging Equipment with all accessories, as per technical specification.
1
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Operation and maintenance of plant and anciliary units which will include all activities described in the scope of work complete
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During the first year
12
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During the second year
12
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During the third year
12
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During the fourth year
12
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During the fifth year
12
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Desludging of septage from soak wells/pits/ septic tanks and transportating and emptying at inlet of FSTP including operation and maintenance of the equipment with all accessories complete in all respect over the O&M period
-
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O&M for 4000 liter capacity of truck
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During the first year
900
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During the second year
900
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During the third year
900
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During the fourth year
900
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During the fifth year
900
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Evaluation Notes How It Works ?
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