Urban Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UDD_48936_1Bid Award Id
ViewTender No
JUIDCO/PHUSROID/STP/2021/375Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
Earthwork excavation for structures in Ordinary soils as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means.(Depth upto 3mtr)
102.7
-
-
Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Earthwork excavation for structures in Hard Rock as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.
51.35
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification (With Carriage)
86.73
-
-
Plain CC 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (With Carriage)
87.5
-
-
Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC M20 grade) (With Carriage)
-
-
-
for Vent Portion of Drain
113.93
-
-
for Haunch Portion of Drains in vent portion
103.09
-
-
Plain/Reinforced cement concrete in Sub structure complete as per drawing and technical specifications (With Carriage)
83.35
-
-
Providing 12mm. Cement plaster(1:3) with coarse sand of F.M 1.5 including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I. 1 Sqm.(With Carriage)
745.5
-
-
Supplying, fitting and placing un - coated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications.(With Carriage)
23.87
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Sub-sructure as per drawing and Technical specifications. (With Carriage)
7.5
-
-
Carting away the surplus excavated earth from the work site with a lead of 5.0 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads/drains- 1 cum
733.66
-
-
Provision for Aluminium Screens (Coarse & Fine)
8
-
-
Provision for Sluice Gates
4
-
-
Construction of Sullage carrying drainage network.
-
-
-
RCC DRAINS
-
-
-
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by mechnical means (Depth upto 3mtr)
13319.5
-
-
Ordinary rock (not requiring blasting) - Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. . by mechnical means(Depth upto 3mtr)
783.5
-
-
Earthwork excavation for structures in Ordinary soils as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means.(Depth upto 3mtr)
783.5
-
-
Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Earthwork excavation for structures in Hard Rock as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.
783.5
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification (With Carriage)
861.25
-
-
Plain CC 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(With Carriage)
861.25
-
-
Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC M20 grade) (With Carriage)
-
-
-
For base
1722.5
-
-
for walls - Sub structure
747.5
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC M20 precast Covers in panels of 0.45m wide over the Drains Running in front of Houses with nominal reinforcement.) (With Carriage)
0.17
-
-
Supplying, fitting and placing un - coated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications.(With Carriage)
172.25
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Sub-sructure as per drawing and Technical specifications.(With Carriage)
89.7
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Super-sructure as per drawing and Technical specifications.(With Carriage)
0.02
-
-
Culverts on RCC Drains
-
-
-
Dismantling of Flexible pavement & Bitumenius Courses By Manual Means
93.75
-
-
Dismantling of Cement Concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismanteled materials up to a lead of 1000metres, stacking serviceable and unseviseable materials seperately.
14.06
-
-
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by mechnical means (Depth upto 3mtr)
307.7
-
-
Ordinary rock (not requiring blasting) - Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. . by mechnical means(Depth upto 3mtr)
18.1
-
-
Earthwork excavation for structures in Ordinary soils as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by manual means.(Depth upto 3mtr)
18.1
-
-
Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Earthwork excavation for structures in Hard Rock as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.
18.1
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification (With Carriage)
19.88
-
-
Plain CC 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(With Carriage)
19.88
-
-
Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC M20 grade) (With Carriage)
-
-
-
For base
39.75
-
-
For walls
60.75
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (RCC M20 precast Covers in panels of 0.45m wide over the Drains Running in front of Houses with nominal reinforcement.(With Carriage)
337.5
-
-
Supplying, fitting and placing un - coated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications.(With Carriage)
4.77
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Sub-sructure as per drawing and Technical specifications.(With Carriage)
8.51
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Super-sructure as per drawing and Technical specifications.(With Carriage)
50.63
-
-
Carting away the surplus excavated earth from the work site with a lead of 5.0 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete for roads/drains- 1 cum
362
-
-
Shifting and errection of electric poles, telephone poles coming across the proposed alignment of the drains including cost and conveyance of all material and all labour charges etc,. Complete.
1
-
-
Shifting of under ground cables coming across the proposed alignment of the drains including Earth work excavation, shifting of cables and backfilling etc, complete.
16
-
-
Providing FRPS steps for the drain depths more than 1m to the walls in staggered manner for maintenance of the drains
260
-
-
Sewage Pumping Stations Works
-
-
-
Construction of Collection Well cum Pumping station at zone-V I&D structure.
-
-
-
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by mechnical means
-
-
-
Depth up to 3.00- ordinary soils
323.31
-
-
Depth up to 3.00m - ordinary rock
80.83
-
-
Depth 3m to 6.00m - ordinary soils
240.23
-
-
Depth above 6.00m - ordinary soils
3.96
-
-
Plain/ Reinforced cement concrete in open foundation complet as per drawing and technical specifications. PCC Grade M-15 (With Carriage)
3.06
-
-
Plain/ Reinforced cement concrete in open foundation complet as per drawing and technical specifications. RCC Grade M-30 (With Carriage)
9.45
-
-
Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specifications. RCC Grade M-30 for intake well Wall -Height up to 5M (With Carriage)
-
-
-
Reception well - 450mm thick from (-) 7.1 m to (-) 2.10 m
24.37
-
-
Pump room wall -230mm thick
10.06
-
-
Plain/ Reinforced cement concrete in sub structure complete as per drawing and technical specifications. RCC Grade M-30 for intake well Wall at 5m to 10m height (With Carriage)
4.39
-
-
Furnishing and placing reinforced/prestressed cement concrete in super structure as per drawing and Technical specifications at 5m to 10m height- RCC M-30 for Solid Slab Super structure. (With Carriage)
4.88
-
-
Furnishing and placing reinforced/prestressed cement concrete in super structure as per drawing and Technical specifications at up to 5m height. RCC M-30 for Solid Slab Super structure (With Carriage)
5.15
-
-
Providing av.63 mm thick R.C.C.M-200 with nominal mix of (1:1.5:3) chajja with approved quality of stone chips 20mm to 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including making drip course in concrete, screening, centering,shuttering, and mixing cement concrete in mixer and placing in position, vibrating, striking, 6mm.cement plaster (1:4) in celling and sides of chajja with sand of F.M.1.5, curing(but excluding the cost of reinforcement) taxes,and royalty all complete as per building specification and direction of E/I.
2.34
-
-
Supplying, fitting and placing un coated HYSD bar reiforcement in foundation etc, complete as per drawing and Technical specifications (With Carriage)
1.13
-
-
Supplying, fitting and placing un coated HYSD bar reiforcement in Sub structure etc, complete as per drawing and Technical specifications (With Carriage)
5.52
-
-
Supplying, fitting and placing un coated HYSD bar reiforcement in Super structure etc, complete as per drawing and Technical specifications (With Carriage)
1.17
-
-
Providing, fitting and fixing mild steel railing complete as per drawing and technical specifications (With Carriage)
23.2
-
-
5.3.2. Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxws and royalty all complete asper building specification and direction of E/I (With Carriage)
0.5
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted 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 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 – part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
5
-
-
Suppliying,fitting and fixing fully glazed steel door,windows or ventilations of standard rolled 'z'and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S lugs fixed in cement concrete (1.2.4) blocks 15x10x10cm,size including coast of oxised iron fitting,with hinges, handel per steps, catch springs,3mm thik plain glass panes with Aluminimum neads and inner frame fixed with lugs with 20mm long 6.3mm G.I.counter sunk machine screw and nuts and appliying a coat of red lead paint carriage to work site hoisting and placing in position in al storys and taxes all complete as per building specification and direction of E/I
3.15
-
-
Providng and laying hydrallically machine pressed terrazo tiles 20mm thick of approved texture with down marble chips of approved shade, size and quality laid on 19mm thick bed of lime mortor (1:1:1) (lime : surky : sand ) with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to gronolithic finish with approved quality of carborandum stone including cost of curing , royalty and taxes all complete as per building specification and direction of E/I.
30.58
-
-
Providing two coat of dry distemper of approved shade and make over a primer coat of washing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty where ever required, scaffolding, washing of floor and taxes all complete as per building specification and direction of E/I
41.8
-
-
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
51.86
-
-
Supplying triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark
1
-
-
Supplying Single Girder Hand Operated Circular/ Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete.
1
-
-
Internal Electrification
-
-
-
M & L for point Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
8
-
-
S & F Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
-
-
-
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (for 5A socket)
3
-
-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
15
-
-
Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
-
-
-
5/6 amps switch
3
-
-
3 pin 5/6 amp socket outlet
3
-
-
Supplying and fixing 2 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
3
-
-
Supplying and fixing batten/ angle holder including connection etc. as required.
4
-
-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
4 way, Single door
1
-
-
Supplying and fixing following 240 volts, "C" series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
6/32 amps, Single pole
2
-
-
6/32 amps DP
1
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.
1
-
-
Installation, testing and commissioning of resistance type ceiling fan regulator, in existing switch box including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable, earthing the regulator etc. as required.
1
-
-
Supply Ceiling fan 1200 mm sweep complete with capacitor canopyand down rod including electronic speed regulator with provisionof flexible wire 23/0,0076 twin core copper conductor from ceiling rose/connector to fan and speed regulator complete all as specified
1
-
-
Supply and fixing fluorescent tube light fitting, single tube, energy efficient T5 tube, box type complete with electronics ballast capacitors, spring loaded rotor type lamp holders, connector block etc. and allaccessories pre wired with 1 x 28W FTL complete all as specified
3
-
-
Supply and Fixing electronic retrofit type CFL lamp with built in choke 11 W PF-0.85 complete all as specified and as directed by Project Manager.
3
-
-
Provision for Rubber mat & MS ladder etc
50
-
-
Supply and installation of Pumpsets at pumping stations including all accessories Zone- V -3Nos -( 6 KW, 12 KW & 18 KW)
-
-
-
Supply and delivery electrically driven horizontal foot mounted heay duty ball bearing type vertical centrifugal pump sets sewer water pump sets. The pump should be fitted with SS/Bronze impellers, SS shaft as per IS specification with casing of heavy duty and gland packing capable of discharging of 82 LPS at total head of 132M operated at required Rpm COUPLED TO 145 KW suitable for operation on combined variation of 10% AC supply, Motor with class "F" insulation and suitable for ambient temperature up to 50 degree C SI duty continuous rated and performance in general conform to IS 325. the rate including cost of panel board, DI D/F pipes, Non return Valve, Air valve, Manifold, Cable and foundations as per Designs.
-
-
-
Vertical Centrifugal pumpsets
-
-
-
Supply and installation of Pumpsets at pumping stations Zone- V :
6
-
-
Supply and installation of Pumpsets at pumping stations Zone- V :
12
-
-
Supply and installation of Pumpsets at pumping stations Zone- V :
18
-
-
Rising Mains
-
-
-
Laying of pumping main from Zone-V collection well to STP at Zone IV using DI K9 Pumping Mains of 200mm dia
-
-
-
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately - By machanical means.
-
-
-
200 mm dia DI K9 pipe line
26.25
-
-
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
-
-
-
200 mm dia DI K9 pipe line
43.05
-
-
Earthwork excavation for Laying of Different Types and Sizes of R.C.C spun pipes with disposal of excavated earth within initial lead and lift as per specificationand direction of E/I .
-
-
-
(a) For classification of Soil item - A
655.2
-
-
(b) For classification of Soil item - B
163.8
-
-
Sand filling in foundation trenches as per drawing & Technical specifications
12.6
-
-
Providing and supplying ISI mark centrifugally Cast ( Spun) Ductile Iron Pipes of 100mm and above all diameter for Water works with socket & spigot ends confirming to IS:8329 /2000 in standard working lengths of 4.5, 5.5 & 6.0 M for classification K-7 & K-9 suitable for push-on-joint( Rubber Gasket D jointing) with cement mortar lining inside the pipes with outside Zinc and bituminous coating including transportation, taxes & duties contractor profit & Over Head charge etc. Based onWPI 131.3 (Including cost of one No. gasket for each Pipe)
902
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to be done as per I.S.S.3114-1985) as per design, specification and direction of E/I.
900
-
-
Providing and supplying ISI standard D.I. Specials & Fitting with sealing rubber gasket of S.B.R., complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including ED,CST, all taxes , etc. complete as per IS-taxes , etc. complete as per IS-
9523 but excluding freight.
-
-
-
Double socket branch flange Tee - 200 x 80 Air Tee
58
-
-
Flanged Sockets - 200
120
-
-
Flanged Spigots - 200
156
-
-
Double socket bends - 200
76.5
-
-
Providing double flange sluice valve (Size 50mm to 1200mm) confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.
-
-
-
DI. D/F Sluice valves of PN.16 class without bypass
-
-
-
200mm dia Sluice Valves
1
-
-
Providing and Supplying ISI mark CI D/F refiux valves ( Non return valves) including inspection charges, unloading from railway wagon, loading in to truck, transportation up to departmental stores/ site, unloading, stacking etc, complete as per IS. 5312 part 1. ( 1984)
-
-
-
200mm dia Non Return Valve
1
-
-
Supplying labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782- 1978, yarn confirming to I.S.S. 6587- 1972 and nuts and bolts confirming to I.S.S. 1364-1983) including drilling holes in flanges if required as per specification and direction of E/I ( Sluice valve and pieces to be supplied departmentally free of cost).
2
-
-
Providing & fixing following cast iron double acting air valves, flanged with in-built isolating valve as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991
2
-
-
Supplying labour & tools for fixing C.I. double acting Air valve in trenches as per specification and direction of E/I. (C.I. double acting Air valve to be supplied departmentally free of cost).
2
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
-
-
-
Rubble stone masonry in cement mortar. -2.4 (iii) - B- Roads SoR- Pg.166
1.08
-
-
Cement Concrete M15 & M20 - By Mechanical Means for items No. 2.4-II- A- Pg.164
1
-
-
Prestressed / reinforced cement concrete grade M-20 & above By Mechanical Means- items No. 2.4.i-II- B- Pg.164
1
-
-
Labour charge for one cutting of cast iron pipe /D.I. and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
2
-
-
VALVE CHAMBERS
-
-
-
Earth work in excavation in foundation trenches in ordinary soils ( vide- classification of soil item - A and disposal of excavated earth as obtained to a distance up to 50m including all lifts,levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
26.3
-
-
Providing P.C.C.M.-100 with nominal mix of (1:3:6) in foundation with approved jhama metal 40 mm and down well graded and local river sand (washed and screened)-do--do-- CC bed for levelling course.
2
-
-
for chambers of 200mm dia valves
-
-
-
Providing designation 75 A brick work in C.M (1:3) in foudation and plinth with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10mm thick mortar joints cost of screening materials raking out joints to 15mm depth ,curing taxes and royalty all complete asper specification and direction of E/I
6.21
-
-
Providing 12mm. Cement plaster(1:4) with coarse sand of F.M 1.5 including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
30.24
-
-
Providing 12mm. Cement plaster(1:3) with coarse sand of F.M 1.5 including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
28.08
-
-
Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxws and royalty all complete asper building specification and direction of E/I - over brick walls
8.22
-
-
Providing precast R.C.C.M-200 with nominal mix of (1:1.5:3) slab of desired size with approved quality of stone chips and clean coarse sand of F.M.2.5 to 3 including curing,shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement)taxes and royalty,all complete as per building specification and direction of E/I. ( precast slabs in panels of 0.30m wide)
-
-
-
for chambers of 200mm dia valves
1.18
-
-
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineerin-Charge. (For classification for Soil item - A & B)
634.78
-
-
Providing Tor steel rainforcement of 10mm 12mm &16 m dia bars as per approved design and drawing excluding casrriage of bars to work ,site ,cutting,bending and binding with annealedwire with cost wire, removal of rust ,placing the rods in position all complete as per building specification and direction of E/I
-
-
-
Steel reinforcement for RCC slabs of Valve chamber
0.12
-
-
Installation of product pipe by Auger Boring method including making of entry and exit pits, all related civil works like excavation, shoring / strutting, etc., shielded excavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instructions of the Engineer-in- Charge all complete except the cost of the pipe. Average cover of 1.5M depth below G.L. (upto 100 meter installation length)
10
-
-
RESTORATION OF ROADS
-
-
-
Water Bound Macdam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density). (Using Screening Crushable type such as Moorum or Gravel - Grading II metal) for BT & CC Road restoration.
47.78
-
-
Filling pot- holes and patch Repaire with Bituminous, concrite, 40mm (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) - for BT Road repair.
350
-
-
Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) - for BT Road repair.
350
-
-
Construction of Dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. for restoration of CC roads
28.7
-
-
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum 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, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. for restoration of CC roads
43.05
-
-
Provision for shifting of poles, cables, repairs to the existing structures dismantelled during the execution etc,.
25
-
-
STP, including office building, lab & equipment, campus development, boundary wall, water supply, drainage, sewerage, internal & external electrification, Gen sets, SCADA and Online monitoring system etc.
-
-
-
4 MLD
-
-
-
Construction of 4 MLD STP with -SBR technology (for Zone - I) with all accessories and Boundary wall
-
-
-
CYCLIC ACTIVATED SLUDGE PROCESS
-
-
-
Designing , providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of Syaclic Activeted Flushe Procesess Based on SBR Technology STP consisting of Inlet Chamber, Screen Chamber, Detritus Tanks, Distribution Chamber and Biological CASP Basins, Sludge Sump, Chlorine Contact Tank, Chlorinator Room/Shed, Sludge Centrifuge necessary piping work with required valves, gates, drains, pathways administration Block cum Laboratory, Laboratory Equipments, Tools and Plants, Spare Parts, etc. complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specification for civil, electrical and mechanical components with all duties and taxes etc. complete to achieve BOD 5 ppm, COD 100 ppm, TSS 10 ppm, to get recyclable quality of water for industrial / agricultural purposes. (In Case Cyclic activated sludge plant is designed for N, P outlet parameters shall also include TN 10 ppm, Nh3N 2 ppm and TP 1 ppm)
-
-
-
UNITS INCLUDED
-
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-
Inlet Chamber
-
-
-
Designing, providing, and constructing RCC (M:250) inlet chamber for the peak low of 2 DWF including necessary excavation in all types of strata including walkway all around the periphery. Each compartment will have phosphor bronze steel gates with extension rod, head stock, operating wheels. GI pipe railing etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.
-
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-
Screen Chamber
-
-
-
Designing, providing, constructing, testing and commissioning of screen chamber, designed for average 1 DWF and maximum peak flow of 2 DWF in RCC (M -250), including inlet pipe / channel from inlet chamber, outlet pipe channel to detritus tank, free board of 0.5 m minimum, RCC walkway 1.2 m wide with GI pipe railing, RCC stair case of 1.2 m width from GL to screen chamber.
-
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-
Detritus Tank
-
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-
Designing, providing and constructing continuous grit removal type of Detritus Tank, mechanically operated in RCC (M 250) capable of removing 100% of 0.2 mm size particle and above, having specific gravity 2.30 designed for one peak 2 DWF with suitable arrangement of separation of grit from putrescible solids. Inlet and outlet channels of required sizes as may be required to connect the flow to connecting unit etc. Complete including hydraulic testing for water tightness of structure having minimum FB of 0.3 m, wash out arrangement to Grit chamber and platform 1.2 m wide RCC walkway with GI pipe handling shall be provided. A pit for collecting grit conveyed by conveyor shall be provided. It should be suitable to handle the grit for carting. All arrangements shall be as detailed specifications and as directed.
-
-
-
CASP Basins
-
-
-
Designing, providing and constructing in RCC (M:250), CASP basins for biological removal of BOD along with nitrification, denitrification, Bio- P removal in compartments to handle combine flow of 1 DWF incoming flow and recirculation flow including construction of selector compartments and providing 1.2 m wide clear approach walkways, expansion joints wherever necessary, including foundations etc as per specifications. Peak factor shall be 2, F/M ration shall be 0.15, complete with air blowers, fine diffused aeration grid / equipment and FB 0.5 m and SWD as required. DO level in basin to be minimum 2 mg/l complete with “Oxygen Uptake Rate” control system and all related instruments. Stainless steel decanters and automation works. MLSS concentrations shall be 2000-5500 mg/l or more, MLVSS to MLSS ratio to be 0.8. HRT shall be between 12 to 13 hrs and SRT suitable for fully disgested sludge. It should have all other related works as per detailed specification. In Case CASP is designed to achieve N, P removal HRT
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Chlorine Contact Tank
-
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-
Designing providing and constructing chlorine contact chamber of adequate capacity to deal with 1 DWF average flow. The chlorine contact tank should be 30 min capacity, during average flow to achieve 99.99% coliform reduction. Chlorine dose shall be maintained as per standard provisions, including designing, providing and constructing water supply provision for chlorination including providing dewatering and by pass arrangement jointing to final effluent mains and outlet weir, etc complete. The effluent quality should match with the standards laid down by Maharashtra water pollution control board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.
-
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-
Chlorinator and Chlorinator Room / Tonner Room
-
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-
Designing, providing and constructing chlorinators vacuum type 2 Nos. with auto switchover facility and having capacity for dosage of adequate chlorine to ensure 99.99% coliform reduction as per obligatory provisions and detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinatore quipment shall include cost of chlorine cylinders / tonner piping, valves, measuring and controlling equipments, safety devices, lifting euipments, etc. complete as per IS-10553 (part II) 1982. The tonner room should have minimum 3 MTcapacity Hoist for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage space as directed in the design specification and as per gas laws 1981 and factory act shall be provided. All other matching amenities shall be provided, 5 MT gantry rail shall be provided for full length of tonner room at 6 m height from level of tonner room, with outlet chamber and treated effluent outlet channel etc. complete.
-
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-
Sludge Sump
-
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-
Designing, providing and constructing of sludge sump and pump house of appropriate size with pumps, ceiling height minimum 6 m over sump for discharging sludge to centrifuge using D.I.pipe complete as per detailed specification.
-
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-
Sludge Centrifuge Platform with Centrifuges
-
-
-
Designing, providing, constructing and installing including foundation etc., sludge centrifuge to handle the sludge flow of 1 day in 20 hours per unit with sludge dewatering unit drain etc complete as per specification. Sludge centrifuges with the necessary arrangement, as per detailed specification mentioned in tender and obligatory provisions to be provided with satisfactory functioning.
-
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-
OutfaIl Sewer
-
-
-
Designing, providing and constructing appropriate outfall sewer of RCC NP2 pipe, to discharge treated effluent from outlet chamber after chlorination tank to the local Nallah at the point shown on the drawing including necessary chamber for inspection and cleaning including necessary excavation, dewatering, refilling concrete encasing / bedding concrete steps to reach the nallah bed level, pitching and energy dissipation chamber in nallah portion etc. complete upto 50 m length RCC NP2 pipe line and including all above items.
-
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-
Piping work in D.I. - including Sluice valves, Reflux Valves, MS gates
-
-
-
Providing laying and jointing pipes other than those already included in the above items for interconnection by - pass drains etc. of all units including adequate numbers of manhole chambers. The item includes excavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The items includes required channels with gates for interconnection of units by pass drains etc for all units as directed etc complete as per detailed specifications.
-
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-
Administrative Building cum Laboratory (G+1)
-
-
-
Designing, providing and constructing administrative building, office cum laboratory including stores. This shall be a building having appropriate carpet area and ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M 200 framed structure B. B masonry (11- class in C.M. 1:6) 20 mm cement plaster in CM 1:3 inside and outside painting. Aluminium door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures fastening electrification arrangement water supply arrangement etc complete. The building will have laboratory on upper floor of administrative building and should be so centralized that it should not be attached with any unit but should have complete control of every unit as per laboratory euipment, beautification, telephone and intercom arrangement and wireless system.
-
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-
Compound wall
-
-
-
Designing, providing and constructing Compound wall with Gates. This shall be all around building having appropriate length and as per standard specifications including necessary excavation, foundation in RCC M 20 framed structure B. B masonry (11- class in C.M. 1:6) 20 mm cement plaster in CM 1:3 inside and outside painting.
-
-
-
Additional works included: PLC based systems, sensors required to work and monitor the STP automatically, SCADA compatibility, Providing Sign boards/Name boards, internal roads, electrification etc complete with defect liability period
-
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-
NOTES:
-
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-
a. These Rates are for Civil Works, in M-30 grade RCC.
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-
b. Water Table is considered at 0.5 m below ground level.
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c. Soil bearing capacity considered as 5 T/m² at 1.5 m below ground level.
-
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-
d. OPC has been considered for costing purposes.
-
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-
e. Effluent Parameters as per NGT Guidelines for surface water disposable
-
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-
f. Influent sewage Quality is of Municipal Domestic Sewage with Max of BOD as 250 mg/l
-
-
-
g. Treated water disposal upto 50m considered in proposal. Any addition above is chargeable
-
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-
h. All civil items, electrical, piping, valves, pumps motors, blowers are as per market rate and included in proposal
-
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-
i. O&M shall be added extra
-
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-
j. Piling, dewatering, soil improvement, desilting considered in the cost.
-
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-
k. Peak factor considered as 2.0 times average flow. For every 25% increase in peak factor, 10% extra cost shall be added over the above rates.
-
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-
l. OPC TOR steel considered.
-
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-
m. Treated water disposal upto 50 m considered.
-
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-
n. N&P reduction not considered.
-
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o. HT electrical works shall be added as per case specific conditions.
-
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-
p. Raw sewage pumping shall be added as per case specific conditions.
-
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-
q. In case TN10 & TP1 quality is required, above rates shall be increased by 10%
-
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-
r. Cost do not include HT station and Mechanical dewatering of sludge.
-
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-
4 MLD - STP SBR Technology as per recommended by IIT Rorkee
4
-
-
Supply and installation of Generator sets at 4 MLD STP with all accessories
-
-
-
Supply Installation Testing And commissioning of DG Set complete with 1500 RPM Diesel Engine of suitableBHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self regulated, self excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection( Over voltage, over speed & under voltage). DieselEngine: Itshall have residential silencer, up to 10 M exhaust piping , electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank ( with Stand) & piping, control panel (16 G) with MCCB (4P; 25 KA), Ammeter, Voltmeter, Frequency Meter, Energy Meter & Hour Meter, Engine instruments panel and AVM. The diesel engine shall be capable of providing 10% over load for 1 Hr for every 11 Hrs of continuious running at full load. Accoustic Enclosure: Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183 .The doors are fabricated from 1.6 mm CRCA sheet packed with accoustic material, floor of MS chequrred plate 5.0 mmthick, All doors/ opening are sealed with neoprene/ EPDN gaskets. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, Pf meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator.Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms,complete in all respect of following capacity :
-
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-
At Zone- I for 4.00 MLD STP - 250 kVA at 0.8 pf 415V 50Hz 3-Ø
2
-
-
Supply and installation of Transformers at 4 MLD STP with all accessories
-
-
-
Power Transformer ( with off load Tap Changer ) - 315 KVA - 1No
-
-
-
Supplying outdoor type copper wound transformer continuously rated for 3ph, 50Hz, at full load and temp. rise not exceeding 45 C by thermometer in oil and 50 C by the resistance in winding after continuous run at full load rating , the transformer should have oil immersed winding having vector group DY11, HT side connected in delta and LT side connected in star with neutral brought out connected to provide separate earthing. The Transformer shall have power terminalarrangement, bushing/ cable end box on HT side and cable end box on LT side. 2Nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be latest manufacturing standards as per amended IS specifications and the load & No load losses shall be limited to the values given below or as per IS or Norms issued by JSEB or which ever are lower-
-
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-
1. Oil conservater with filling hole with cap plain oil level gauge.
-
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-
2.Silica gel dehydrating breather charged with silica gel.
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3. Oil drain valve
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4. Oil filter valve
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-
5. Lifting eyes/hooks
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6. Two Earthing terminals
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-
7. Diagram and rating plate
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-
8. Air vent
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9. Explosion vent
-
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-
10. 100 mm Dia thermo meter with thermometer pocket
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-
11. Four bi directional plane roller
-
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-
Transformer 11000/433 volts with off load Tap Changer - 12.5% to +2.5% in steps of 2.5%
-
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-
Transformer 11000/433 volts with off load Tap Changer - 12.5% to +2.5% in steps of 2.5%
-
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-
At Zone- I for 4.00 MLD STP
1
-
-
Construction of Generator Rooms
-
-
-
12.1 Earth work in excavation in foundation trenches in ordinary soil wide classification of soil item A
28.76
-
-
Extra for Earth work in Hard Soil as per specification and direction of Engineer in charge ( vide classification of soill item-B)
7.19
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-
Filling foudation treches and plinth in layers not exceeding 150mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within alead of 50M and lift of 1.5m all complete as per building specification and direction
4.8
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-
5.3.4. Providing P.C.C M-75 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm. Size ) clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-charge.
4.99
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-
Providing R.C.C.M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete asper building specification and direction of E/I
-
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-
For Footings
4.12
-
-
for Pedastals
0.97
-
-
Plinth Beams
1.58
-
-
5.3.11 Providing R.C.C.M-200 with nominal mix (1:1.5:3) incolumns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
2.17
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-
Providing R.C.C.M-200 with nominal mix of (1:1:5:3) in lintel with approved quality of stone ships 20 mm to 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including screening,centering shuttering,mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete asper building specification and direction of E/I
0.3
-
-
Providing R.C.C.M-200 with nominal mix (1:1.5:3) in beams of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
1.32
-
-
Providing R.C.C.M-200 with nominal mix (1:1.5:3) in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
5.42
-
-
Providing av.63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm. To 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including making drip course in concrete, screening, centering,shuttering, and mixing cement concrete in mixer and placing in position,vibrating,striking,6mm.cement plaster (1:4) in celling and sides of chajja with sand of F.M.1.5, curing(but excluding the cost of reinforcement) taxes,and royalty all complete as per building specification and direction of E/I.
3.6
-
-
5.3.2. Providing P.C.C M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxws and royalty all complete asper building specification and direction of E/I
0.55
-
-
Providing designation 75 A brick work in C.M(1:4) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints,costs of screening ,materials scaffolding ,ranking out joints to 15 mm depth curing ,taxes and rayalty all complete asper building specification and direction of E/I.
-
-
-
250mm Thick - Outer Walls
12.99
-
-
5.2.30 Providing random rubble stone masonry in C.M(1:8) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2to 2.5 including cost of screening raking out joints to 20mm depth curing taxes and royalty all complete asper building specification and direction of E/I.
4.18
-
-
Providing Tor steel reainforcement of 10mm,12mm & 16mm dia rods as per apporoved design and drawing excluding casrriage of bars to work ,site ,cutting,bending and binding with annealedwire with cost wire, removal of rust ,placing the rods in position all complete as per building specification and direction of E/I TMT fe 500 (only valid for SAL &TATA steel
1.39
-
-
5.5.18 Suppliying,fitting and fixing fully glazed steel door,windows or ventilations of standard rolled 'z'and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S lugs fixed in cement concrete (1.2.4) blocks 15x10x10cm,size including coast of oxised iron fitting,with hinges, handel per steps, catch springs,3mm thik plain glass panes with Aluminimum neads and inner frame fixed with lugs with 20mm long 6.3mm G.I.counter sunk machine screw and nuts and appliying a coat of red lead paint carriage to work site hoisting and placing in position in al storys and taxes all complete as per building specification and direction of E/I
13.66
-
-
Providng and laying hydrallically machine pressed terrazo tiles 20mm thick of approved texture with down marble chips of approved shade, size and quality laid on 19mm thick bed of lime mortor (1:1:1) (lime : surky : sand ) with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to gronolithic finish with approved quality of carborandum stone including cost of curing , royalty and taxes all complete as per building specification and direction of E/I.
24
-
-
Providing and laying 6mm thick mosaic flooring of approved texture and colour over 25mm thick P.C.C 1:2:4 base with 1mm down stone chips and sand of
4.07
-
-
Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M.1.5 including screening, curing with aal leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
53.91
-
-
Providing 12mm. Thick cement plaster (1:4) including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
48.31
-
-
Poviding 6mm thick, 12mm. Thick cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
43.36
-
-
Providing two coat of dry distemper of approved shade and make over a primer coat of washing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty where ever required, scaffolding, washing of floor and taxes all complete as per building specification and direction of E/I
91.67
-
-
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
68.31
-
-
Providing one coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I
7.2
-
-
Providing 19mm. Thick water proof cement plaster (1:3) with clean coarse sand of F,M 1.5 WITH 5% cico or any other approved water proofing compound including all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
43.36
-
-
Internal Electrification
-
-
-
M & L for point Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
13
-
-
S & F Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
-
-
-
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (for 5A socket)
5
-
-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
25
-
-
Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
-
-
-
5/6 amps switch
5
-
-
3 pin 5/6 amp socket outlet
5
-
-
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
5
-
-
Supplying and fixing brass batten/ angle holder including connection etc. as required.
5
-
-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
4 way, Single door
1
-
-
Supplying and fixing following 240 volts, "C" series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
6/32 amps, Single pole
2
-
-
6/32 amps DP
1
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.
1
-
-
Installation, testing and commissioning of resistance type ceiling fan regulator, in existing switch box including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable, earthing the regulator etc. as required.
1
-
-
Supply Ceiling fan 1200 mm sweep complete with capacitor canopyand down rod including electronic speed regulator with provisionof flexible wire 23/0,0076 twin core copper conductor from ceiling rose/connector to fan and speed regulator complete all as specified
1
-
-
Supply and fixing fluorescent tube light fitting, single tube, energy efficient T5 tube, box type complete with electronics ballast capacitors, spring loaded rotor type lamp holders, connector block etc. and allaccessories pre wired with 1 x 28W FTL complete all as specified
5
-
-
Supply and Fixing electronic retrofit type CFL lamp with built in choke 11 W PF-0.85 complete all as specified and as directed by Project Manager.
5
-
-
Providing Greenary at 4MLD STP
-
-
-
Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod : Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm
147
-
-
Turfing Lawns with Fine Grassing including Ploughing, Dressing : Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm
147
-
-
Maintenance of Lawns or Turfing of Slopes: Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc
147
-
-
Planting permanent hedges including digging of trenches-Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart
122.5
-
-
Maintenance of hedge for one year
122.5
-
-
Planting and Maintaining of Flowering Plants and Shrubs -Planting flowering plants and shrubs in central verge
220
-
-
Maintenance of hedge for one year
220
-
-
RBR-HRTC-9: Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
-
-
-
Ornamental trees
25
-
-
1 MLD
-
-
-
Providing 1 MLD capacity STP in Zone-II with Phytorid technology. (as suggested by IIT Roorkee) with all accessories
-
-
-
Consturction of 1 MLD capacity STP in Zone-II with Phytorid Technology. (as suggested by IIT Roorkee) with all accessories etc Complete.
-
-
-
1 MLD - STP Phytorid technology as per recommended by IIT Rorkee
1
-
-
Providing Greenary at 1MLD STP
-
-
-
Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod : Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm
33
-
-
Turfing Lawns with Fine Grassing including Ploughing, Dressing : Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm
33
-
-
Maintenance of Lawns or Turfing of Slopes: Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc
33
-
-
Planting permanent hedges including digging of trenches-Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart
27.5
-
-
Maintenance of hedge for one year
27.5
-
-
Planting and Maintaining of Flowering Plants and Shrubs -Planting flowering plants and shrubs in central verge
100
-
-
Maintenance of hedge for one year
100
-
-
RBR-HRTC-9: Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
-
-
-
Ornamental trees
10
-
-
10 MLD
-
-
-
Construction of 10 MLD STP with -SBR technology (for Zone - III, IV & V) with all accessories and Boundary wall
-
-
-
CYCLIC ACTIVATED SLUDGE PROCESS
-
-
-
Designing , providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of Syaclic Activeted Flushe Procesess Based on SBR Technology STP consisting of Inlet Chamber, Screen Chamber, Detritus Tanks, Distribution Chamber and Biological CASP Basins, Sludge Sump, Chlorine Contact Tank, Chlorinator Room/Shed, Sludge Centrifuge necessary piping work with required valves, gates, drains, pathways administration Block cum Laboratory, Laboratory Equipments, Tools and Plants, Spare Parts, etc. complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specification for civil, electrical and mechanical components with all duties and taxes etc. complete to achieve BOD 5 ppm, COD 100 ppm, TSS 10 ppm, to get recyclable quality of water for industrial / agricultural purposes. (In Case Cyclic activated sludge plant is designed for N, P outlet parameters shall also include TN 10 ppm, Nh3N 2 ppm and TP 1 ppm)
-
-
-
UNITS INCLUDED
-
-
-
Inlet Chamber
-
-
-
Designing, providing, and constructing RCC (M:250) inlet chamber for the peak low of 2 DWF including necessary excavation in all types of strata including walkway all around the periphery. Each compartment will have phosphor bronze steel gates with extension rod, head stock, operating wheels. GI pipe railing etc. The work includes providing and making necessary arrangements to connect the flow to screen chamber by approach channel as directed and as per specifications.
-
-
-
Screen Chamber
-
-
-
Designing, providing, constructing, testing and commissioning of screen chamber, designed for average 1 DWF and maximum peak flow of 2 DWF in RCC (M -250), including inlet pipe / channel from inlet chamber, outlet pipe channel to detritus tank, free board of 0.5 m minimum, RCC walkway 1.2 m wide with GI pipe railing, RCC stair case of 1.2 m width from GL to screen chamber.
-
-
-
Detritus Tank
-
-
-
Designing, providing and constructing continuous grit removal type of Detritus Tank, mechanically operated in RCC (M 250) capable of removing 100% of 0.2 mm size particle and above, having specific gravity 2.30 designed for one peak 2 DWF with suitable arrangement of separation of grit from putrescible solids. Inlet and outlet channels of required sizes as may be required to connect the flow to connecting unit etc. Complete including hydraulic testing for water tightness of structure having minimum FB of 0.3 m, wash out arrangement to Grit chamber and platform 1.2 m wide RCC walkway with GI pipe handling shall be provided. A pit for collecting grit conveyed by conveyor shall be provided. It should be suitable to handle the grit for carting. All arrangements shall be as detailed specifications and as directed.
-
-
-
CASP Basins
-
-
-
Designing, providing and constructing in RCC (M:250), CASP basins for biological removal of BOD along with nitrification, denitrification, Bio- P removal in compartments to handle combine flow of 1 DWF incoming flow and recirculation flow including construction of selector compartments and providing 1.2 m wide clear approach walkways, expansion joints wherever necessary, including foundations etc as per specifications. Peak factor shall be 2, F/M ration shall be 0.15, complete with air blowers, fine diffused aeration grid / equipment and FB 0.5 m and SWD as required. DO level in basin to be minimum 2 mg/l complete with “Oxygen Uptake Rate” control system and all related instruments. Stainless steel decanters and automation works. MLSS concentrations shall be 2000-5500 mg/l or more, MLVSS to MLSS ratio to be 0.8. HRT shall be between 12 to 13 hrs and SRT suitable for fully disgested sludge. It should have all other related works as per detailed specification. In Case CASP is designed to achieve N, P removal HRT
-
-
-
Chlorine Contact Tank
-
-
-
Designing providing and constructing chlorine contact chamber of adequate capacity to deal with 1 DWF average flow. The chlorine contact tank should be 30 min capacity, during average flow to achieve 99.99% coliform reduction. Chlorine dose shall be maintained as per standard provisions, including designing, providing and constructing water supply provision for chlorination including providing dewatering and by pass arrangement jointing to final effluent mains and outlet weir, etc complete. The effluent quality should match with the standards laid down by Maharashtra water pollution control board and as per obligatory provision and as detailed specification and as directed by Engineer-in-charge.
-
-
-
Chlorinator and Chlorinator Room / Tonner Room
-
-
-
Designing, providing and constructing chlorinators vacuum type 2 Nos. with auto switchover facility and having capacity for dosage of adequate chlorine to ensure 99.99% coliform reduction as per obligatory provisions and detailed specifications with necessary provision of having chlorinator room of adequate size. The chlorinatore quipment shall include cost of chlorine cylinders / tonner piping, valves, measuring and controlling equipments, safety devices, lifting euipments, etc. complete as per IS-10553 (part II) 1982. The tonner room should have minimum 3 MTcapacity Hoist for loading and unloading facility. Tonner storage should be distinctly isolated and should be for minimum storage space as directed in the design specification and as per gas laws 1981 and factory act shall be provided. All other matching amenities shall be provided, 5 MT gantry rail shall be provided for full length of tonner room at 6 m height from level of tonner room, with outlet chamber and treated effluent outlet channel etc. complete.
-
-
-
Sludge Sump
-
-
-
Designing, providing and constructing of sludge sump and pump house of appropriate size with pumps, ceiling height minimum 6 m over sump for discharging sludge to centrifuge using D.I.pipe complete as per detailed specification.
-
-
-
Sludge Centrifuge Platform with Centrifuges
-
-
-
Designing, providing, constructing and installing including foundation etc., sludge centrifuge to handle the sludge flow of 1 day in 20 hours per unit with sludge dewatering unit drain etc complete as per specification. Sludge centrifuges with the necessary arrangement, as per detailed specification mentioned in tender and obligatory provisions to be provided with satisfactory functioning.
-
-
-
OutfaIl Sewer
-
-
-
Designing, providing and constructing appropriate outfall sewer of RCC NP2 pipe, to discharge treated effluent from outlet chamber after chlorination tank to the local Nallah at the point shown on the drawing including necessary chamber for inspection and cleaning including necessary excavation, dewatering, refilling concrete encasing / bedding concrete steps to reach the nallah bed level, pitching and energy dissipation chamber in nallah portion etc. complete upto 50 m length RCC NP2 pipe line and including all above items.
-
-
-
Piping work in D.I. - including Sluice valves, Reflux Valves, MS gates
-
-
-
Providing laying and jointing pipes other than those already included in the above items for interconnection by - pass drains etc. of all units including adequate numbers of manhole chambers. The item includes excavations, refilling and hydraulic testing of pipes, valves, gates, accessories and cost of jointing materials. The items includes required channels with gates for interconnection of units by pass drains etc for all units as directed etc complete as per detailed specifications.
-
-
-
Administrative Building cum Laboratory (G+1)
-
-
-
Designing, providing and constructing administrative building, office cum laboratory including stores. This shall be a building having appropriate carpet area and ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M 200 framed structure B. B masonry (11- class in C.M. 1:6) 20 mm cement plaster in CM 1:3 inside and outside painting. Aluminium door and window with glass panels, mosaic tile flooring and skirting and all other allied items, fixtures fastening electrification arrangement water supply arrangement etc complete. The building will have laboratory on upper floor of administrative building and should be so centralized that it should not be attached with any unit but should have complete control of every unit as per laboratory euipment, beautification, telephone and intercom arrangement and wireless system.
-
-
-
Compound wall
-
-
-
Designing, providing and constructing Compound wall with Gates. This shall be all around building having appropriate length and as per standard specifications including necessary excavation, foundation in RCC M 20 framed structure B. B masonry (11- class in C.M. 1:6) 20 mm cement plaster in CM 1:3 inside and outside painting.
-
-
-
Additional works included: PLC based systems, sensors required to work and monitor the STP automatically, SCADA compatibility, Providing Sign boards/Name boards, internal roads, electrification etc complete with defect liability period
-
-
-
NOTES:
-
-
-
a. These Rates are for Civil Works, in M-30 grade RCC.
-
-
-
b. Water Table is considered at 0.5 m below ground level.
-
-
-
c. Soil bearing capacity considered as 5 T/m² at 1.5 m below ground level.
-
-
-
d. OPC has been considered for costing purposes.
-
-
-
e. Effluent Parameters as per NGT Guidelines for surface water disposable
-
-
-
f. Influent sewage Quality is of Municipal Domestic Sewage with Max of BOD as 250 mg/l
-
-
-
g. Treated water disposal upto 50m considered in proposal. Any addition above is chargeable
-
-
-
h. All civil items, electrical, piping, valves, pumps motors, blowers are as per market rate and included in proposal
-
-
-
i. O&M shall be added extra
-
-
-
j. Piling, dewatering, soil improvement, desilting considered in the cost.
-
-
-
k. Peak factor considered as 2.0 times average flow. For every 25% increase in peak factor, 10% extra cost shall be added over the above rates.
-
-
-
l. OPC TOR steel considered.
-
-
-
m. Treated water disposal upto 50 m considered.
-
-
-
n. N&P reduction not considered.
-
-
-
o. HT electrical works shall be added as per case specific conditions.
-
-
-
p. Raw sewage pumping shall be added as per case specific conditions.
-
-
-
q. In case TN10 & TP1 quality is required, above rates shall be increased by 10%
-
-
-
r. Cost do not include HT station and Mechanical dewatering of sludge.
-
-
-
10 MLD - STP SBR Technology as per recommended by IIT Rorkee
10
-
-
Supply and installation of Generator sets at 10 MLD STP with all accessories
-
-
-
Supply Installation Testing And commissioning of DG Set complete with 1500 RPM Diesel Engine of suitableBHP & AC Brush less SPDP Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled. Alternator: It shall be self regulated, self excited and confirms to IS: 13364/1992 or latest version with regulation of +5% from No load to full load, IP23, with standard Alternator Protection( Over voltage, over speed & under voltage). DieselEngine: Itshall have residential silencer, up to 10 M exhaust piping , electronic / Mechanical governor, Manual & electric Start, Batteries, Fuel tank ( with Stand) & piping, control panel (16 G) with MCCB (4P; 25 KA), Ammeter, Voltmeter, Frequency Meter, Energy Meter & Hour Meter, Engine instruments panel and AVM. The diesel engine shall be capable of providing 10% over load for 1 Hr for every 11 Hrs of continuious running at full load. Accoustic Enclosure: Weatherproof, powder coated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with side wall fabricated from 1.6 mm CRCA sheet and filled with foam as per CPCB norms latest amendments & IS 8183 .The doors are fabricated from 1.6 mm CRCA sheet packed with accoustic material, floor of MS chequrred plate 5.0 mmthick, All doors/ opening are sealed with neoprene/ EPDN gaskets. The enclosure has built in fuel tank, residential silencer (isolated from main DG chamber) with protection and tripping of DG set against temperature of more than 50 °C. All controls for operation of DG set are from outside the enclosure with DG control panel having processor based genset monitoring and control system MCCB/ACB Ammeter, voltmeter, Pf meter, frequency meter, KWH meter, Ind. Lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG sets and alternator.Noise level is less than 75 db (A) at a distance of 1 Mtrs as per CPCB-II norms,complete in all respect of following capacity :
-
-
-
At Zone- IV for 10.00 MLD STP -(320 KV -2Nos)
2
-
-
Supply and installation of Transformers at 10 MLD STP with all accessories
-
-
-
Power Transformer ( with off load Tap Changer ) - 500KVA -1No
-
-
-
Supplying outdoor type copper wound transformer continuously rated for 3ph, 50Hz, at full load and temp. rise not exceeding 45 C by thermometer in oil and 50 C by the resistance in winding after continuous run at full load rating , the transformer should have oil immersed winding having vector group DY11, HT side connected in delta and LT side connected in star with neutral brought out connected to provide separate earthing. The Transformer shall have power terminalarrangement, bushing/ cable end box on HT side and cable end box on LT side. 2Nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be latest manufacturing standards as per amended IS specifications and the load & No load losses shall be limited to the values given below or as per IS or Norms issued by JSEB or which ever are lower-
-
-
-
1. Oil conservater with filling hole with cap plain oil level gauge.
-
-
-
2.Silica gel dehydrating breather charged with silica gel.
-
-
-
3. Oil drain valve
-
-
-
4. Oil filter valve
-
-
-
5. Lifting eyes/hooks
-
-
-
6. Two Earthing terminals
-
-
-
7. Diagram and rating plate
-
-
-
8. Air vent
-
-
-
9. Explosion vent
-
-
-
10. 100 mm Dia thermo meter with thermometer pocket
-
-
-
11. Four bi directional plane roller
-
-
-
Transformer 11000/433 volts with off load Tap Changer - 12.5% to +2.5% in steps of 2.5%
-
-
-
Transformer 11000/433 volts with off load Tap Changer - 12.5% to +2.5% in steps of 2.5%
-
-
-
At Zone- IV for 10.00 MLD STP - 500KVA -1No
1
-
-
Construction of Generator Rooms at 10MLD STP
-
-
-
12.1 Earth work in excavation of foundation of structures as wide classification of soil items and disposal of excavated earth as obtained to a distance of 50M all lifts leveling ramming the foundation trenches, removing root of trees, shrubs all complete
-
-
-
12.1 Earth work in excavation in foundation trenches in ordinary soil wide classification of soil item A
28.76
-
-
Extra for Earth work in Hard Soil as per specification and direction of Engineer in charge ( vide classification of soill item-B)
7.19
-
-
Filling foudation treches and plinth in layers not exceeding 150mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within alead of 50M and lift of 1.5m all complete as per building specification and direction
4.8
-
-
5.3.4. Providing P.C.C M-75 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm. Size ) clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-charge.
4.99
-
-
Providing R.C.C.M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete asper building specification and direction of E/I
-
-
-
For Footings
4.12
-
-
for Pedastals
0.97
-
-
Plinth Beams
1.58
-
-
5.3.11 Providing R.C.C.M-200 with nominal mix (1:1.5:3) incolumns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
2.17
-
-
Providing R.C.C.M-200 with nominal mix of (1:1:5:3) in lintel with approved quality of stone ships 20 mm to 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including screening,centering shuttering,mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete asper building specification and direction of E/I
0.3
-
-
Providing R.C.C.M-200 with nominal mix (1:1.5:3) in beams of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
1.32
-
-
Providing R.C.C.M-200 with nominal mix (1:1.5:3) in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
5.42
-
-
Providing av.63 mm thick R.C.C.M-150 with nominal mix of (1:2:4) chajja with approved quality of stone chips 20mm. To 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including making drip course in concrete, screening, centering,shuttering, and mixing cement concrete in mixer and placing in position,vibrating,striking,6mm.cement plaster (1:4) in celling and sides of chajja with sand of F.M.1.5, curing(but excluding the cost of reinforcement) taxes,and royalty all complete as per building specification and direction of E/I.
3.6
-
-
5.3.2. Providing P.C.C M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxws and royalty all complete asper building specification and direction of E/I
0.55
-
-
Providing designation 75 A brick work in C.M(1:4) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints,costs of screening ,materials scaffolding ,ranking out joints to 15 mm depth curing ,taxes and rayalty all complete asper building specification and direction of E/I.
12.99
-
-
5.2.30 Providing random rubble stone masonry in C.M(1:8) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2to 2.5 including cost of screening raking out joints to 20mm depth curing taxes and royalty all complete asper building specification and direction of E/I.
4.18
-
-
Providing Tor steel reainforcement of 10mm,12mm & 16mm dia rods as per apporoved design and drawing excluding casrriage of bars to work ,site ,cutting,bending and binding with annealedwire with cost wire, removal of rust ,placing the rods in position all complete as per building specification and direction of E/I TMT fe 500 (only valid for SAL &TATA steel
1.39
-
-
5.5.18 Suppliying,fitting and fixing fully glazed steel door,windows or ventilations of standard rolled 'z'and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S lugs fixed in cement concrete (1.2.4) blocks 15x10x10cm,size including coast of oxised iron fitting,with hinges, handel per steps, catch springs,3mm thik plain glass panes with Aluminimum neads and inner frame fixed with lugs with 20mm long 6.3mm G.I.counter sunk machine screw and nuts and appliying a coat of red lead paint carriage to work site hoisting and placing in position in al storys and taxes all complete as per building specification and direction of E/I
13.66
-
-
Providng and laying hydrallically machine pressed terrazo tiles 20mm thick of approved texture with down marble chips of approved shade, size and quality laid on 19mm thick bed of lime mortor (1:1:1) (lime : surky : sand ) with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to gronolithic finish with approved quality of carborandum stone including cost of curing , royalty and taxes all complete as per building specification and direction of E/I.
24
-
-
Providing and laying 6mm thick mosaic flooring of approved texture and colour over 25mm thick P.C.C 1:2:4 base with 1mm down stone chips and sand of
4.07
-
-
Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M.1.5 including screening, curing with aal leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
53.91
-
-
Providing 12mm. Thick cement plaster (1:4) including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
48.31
-
-
Poviding 6mm thick, 12mm. Thick cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
43.36
-
-
Providing two coat of dry distemper of approved shade and make over a primer coat of washing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty where ever required, scaffolding, washing of floor and taxes all complete as per building specification and direction of E/I
91.67
-
-
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
68.31
-
-
Providing one coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I
7.2
-
-
Providing 19mm. Thick water proof cement plaster (1:3) with clean coarse sand of F,M 1.5 WITH 5% cico or any other approved water proofing compound including all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
43.36
-
-
Internal Electrification
-
-
-
M & L for point Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
11
-
-
S & F Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
-
-
-
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (for 5A socket)
6
-
-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
20
-
-
Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
-
-
-
5/6 amps switch
6
-
-
3 pin 5/6 amp socket outlet
6
-
-
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
3
-
-
Supplying and fixing brass batten/ angle holder including connection etc. as required.
4
-
-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
4 way, Single door
1
-
-
Supplying and fixing following 240 volts, "C" series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
6/32 amps, Single pole
2
-
-
6/32 amps DP
1
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.
3
-
-
Installation, testing and commissioning of resistance type ceiling fan regulator, in existing switch box including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable, earthing the regulator etc. as required.
3
-
-
Supply Ceiling fan 1200 mm sweep complete with capacitor canopyand down rod including electronic speed regulator with provisionof flexible wire 23/0,0076 twin core copper conductor from ceiling rose/connector to fan and speed regulator complete all as specified
3
-
-
Supply and fixing fluorescent tube light fitting, single tube, energy efficient T5 tube, box type complete with electronics ballast capacitors, spring loaded rotor type lamp holders, connector block etc. and allaccessories pre wired with 1 x 28W FTL complete all as specified
4
-
-
Supply and Fixing electronic retrofit type CFL lamp with built in choke 11 W PF-0.85 complete all as specified and as directed by Project Manager.
4
-
-
Providing Greenary at 10 MLD STP
-
-
-
Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod : Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm
342
-
-
Turfing Lawns with Fine Grassing including Ploughing, Dressing : Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm
342
-
-
Maintenance of Lawns or Turfing of Slopes: Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc
342
-
-
Planting permanent hedges including digging of trenches-Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart
285
-
-
Maintenance of hedge for one year
285
-
-
Planting and Maintaining of Flowering Plants and Shrubs -Planting flowering plants and shrubs in central verge
300
-
-
Maintenance of hedge for one year
300
-
-
RBR-HRTC-9: Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
-
-
-
Ornamental trees
35
-
-
Approach Road and Protection Works
-
-
-
4 MLD
-
-
-
Construction of Retaining walls at 4 MLD STP
-
-
-
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by mechnical means (Depth upto 3mtr)
674.73
-
-
Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Earthwork excavation for structures in Hard Rock as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.
74.97
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification (With Carriage)
49.98
-
-
Plain CC 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(With Carriage)
74.97
-
-
Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC M20 grade) (With Carriage)
249.9
-
-
Reinforced cement concrete in sub- structure complete as per drawing and technical specifications (RCC M20 grade) (With Carriage)
-
-
-
For stem up to 5m - ( 0m to 5.00m height)
297.5
-
-
For stem up to 10m - ( 5.00m to 6.50m height)
59.5
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (With Carriage)
210.6
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
297.5
-
-
Supplying, fitting and placing un - coated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications.(With Carriage)
29.99
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Sub-sructure as per drawing and Technical specifications.(With Carriage)
42.84
-
-
10 MLD
-
-
-
Laying of approach roads for 10MLD STP
-
-
-
Excavation for Road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100metres ( Average lead 50metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
697.5
-
-
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
488.25
-
-
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
209.25
-
-
Excavation for Road way in soil by mechanical means including cutting and pushing the earth to site of embankment up to a distance of 100metres ( Average lead 50metres) including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
558
-
-
Gangular Sub-base with close greded material Plant mix Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
446.4
-
-
Construction of Dry lean cement concrete sub base over a prepared sub grade with course and fine aggregate confirming to IS 383, the size of course aggregate not exceeding to 25mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to as per table 600-1, cement content not to be less than 150Kg/Cum, optimum moisture content to be determined during trail length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8 to 10 tonnes vibratory roller finishing and curing.
220.1
-
-
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum 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, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
325.5
-
-
Carting away the surplus excavated earth from the work site with a lead of 1 Km beyond intial lead including loading,unloading and conveyance but excluding stacking charges etc, complete,
111.6
-
-
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits Rolling with vibratory roller with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
124
-
-
Staff quarters
-
-
-
12.1 Earth work in excavation in foundation trenches in ordinary soil wide classification of soil item A
103.1
-
-
Extra for Earth work in Hard Soil as per specification and direction of Engineer in charge ( vide classification of soill item-B)
10.31
-
-
Filling foudation treches and plinth in layers not exceeding 150mm thick well watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within alead of 50M and lift of 1.5m all complete as per building specification and direction
9.56
-
-
5.3.4. Providing P.C.C M-75 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade - III ( 50mm to 25mm. Size ) clean coarse sand of F.M.2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-charge.
11.79
-
-
Providing R.C.C.M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete asper building specification and direction of E/I
-
-
-
For Footings
12.13
-
-
for Pedastals
2.31
-
-
Plinth Beams
3.55
-
-
5.3.11 Providing R.C.C.M-200 with nominal mix (1:1.5:3) incolumns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
7.77
-
-
Providing R.C.C.M-200 with nominal mix of (1:1:5:3) in lintel with approved quality of stone ships 20 mm to 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including screening,centering shuttering,mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete asper building specification and direction of E/I
1.65
-
-
Providing R.C.C.M-200 with nominal mix (1:1.5:3) in beams of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
5.18
-
-
Providing R.C.C.M-200 with nominal mix (1:1.5:3) in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering .centering shuttering,mixing dry and wet on water tight platform placing in position and ramming till compaction is achieved curing side shuttering taxes and raoalty all complete asper building specification and direction of E/I.
15.74
-
-
Providing av.63 mm thick R.C.C.M-200 with nominal mix of (1:1.5:3) chajja with approved quality of stone chips 20mm to 6mm. Size graded and clean coarse sand of F.M.2.5 to 3 including making drip course in concrete, screening, centering, shuttering, and mixing cement concrete in mixer and placing in position, vibrating, striking, 6mm.cement plaster (1:4) in ceiling and sides of chajja with sand of F.M.1.5, curing(but excluding the cost of reinforcement) taxes,and royalty all complete as per building specification and direction of E/I.
6.84
-
-
5.3.2. Providing P.C.C M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening shuttering mixxing cement concrete in mixer and placing in position vibrating striking curing taxws and royalty all complete asper building specification and direction of E/I
0.67
-
-
Providing designation 75 A brick work in C.M(1:4) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints,costs of screening ,materials scaffolding ,ranking out joints to 15 mm depth curing ,taxes and rayalty all complete asper building specification and direction of E/I.
47.16
-
-
5.2.30 Providing random rubble stone masonry in C.M(1:8) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2to 2.5 including cost of screening raking out joints to 20mm depth curing taxes and royalty all complete asper building specification and direction of E/I.
9.86
-
-
Providing Tor steel reainforcement of 10mm,12mm & 16mm dia rods as per apporoved design and drawing excluding casrriage of bars to work ,site ,cutting,bending and binding with annealedwire with cost wire, removal of rust ,placing the rods in position all complete as per building specification and direction of E/I TMT fe 500 (only valid for SAL &TATA steel
4.95
-
-
5.5.18 Suppliying,fitting and fixing fully glazed steel door,windows or ventilations of standard rolled 'z'and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S lugs fixed in cement concrete (1.2.4) blocks 15x10x10cm,size including coast of oxised iron fitting,with hinges, handel per steps, catch springs,3mm thik plain glass panes with Aluminimum neads and inner frame fixed with lugs with 20mm long 6.3mm G.I.counter sunk machine screw and nuts and appliying a coat of red lead paint carriage to work site hoisting and placing in position in al storys and taxes all complete as per building specification and direction of E/I
41.58
-
-
Providng and laying hydrallically machine pressed terrazo tiles 20mm thick of approved texture with down marble chips of approved shade, size and quality laid on 19mm thick bed of lime mortor (1:1:1) (lime : surky : sand ) with neat cement slurry mixed with pigment to match the shade of tiles between joints, including rubbing and polishing to gronolithic finish with approved quality of carborandum stone including cost of curing , royalty and taxes all complete as per building specification and direction of E/I.
93.84
-
-
Providing and laying 6mm thick mosaic flooring of approved texture and color over 25mm thick P.C.C 1:2:4 base with 1mm down stone chips and sand of F.M 2.5 to 3 rubbed stone polished to gronolithic finish with approved with carborandum stone top layer 6mm being laid with 4mm and down marble chips of approved quality and shade in ratio (1:2) cement and marble dust mixed in ratio (1:2) cement and marble dust mixed in ratio of (3:1) by weight (marble chips) including casting in approved block , curing, taxes and royalty all including as per building specification and direction of E/I and including Labour Charges.
8.14
-
-
Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M.1.5 including screening, curing with aal leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
238.12
-
-
Providing 12mm. Thick cement plaster (1:4) including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
230.54
-
-
Poviding 6mm thick, 12mm. Thick cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 including screening,curing with all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
87.33
-
-
Providing two coat of dry distemper of approved shade and make over a primer coat of washing over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty where ever required, scaffolding, washing of floor and taxes all complete as per building specification and direction of E/I
317.87
-
-
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
251.8
-
-
Providing one coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I
41.58
-
-
Providing 19mm. Thick water proof cement plaster (1:3) with clean coarse sand of F,M 1.5 WITH 5% cico or any other approved water proofing compound including all leads and lift of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I.
87.33
-
-
Internal Electrification
-
-
-
M & L for point Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
12
-
-
S & F Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required
-
-
-
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (for 5A socket)
6
-
-
2 X 4 sq. mm + 1 X 4 sq. mm earth wire
20
-
-
Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
-
-
-
5/6 amps switch
6
-
-
3 pin 5/6 amp socket outlet
6
-
-
Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
4
-
-
Supplying and fixing brass batten/ angle holder including connection etc. as required.
4
-
-
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
4 way, Single door
1
-
-
Supplying and fixing following 240 volts, "C" series, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
6/32 amps, Single pole
2
-
-
6/32 amps DP
1
-
-
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.
4
-
-
Installation, testing and commissioning of resistance type ceiling fan regulator, in existing switch box including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable, earthing the regulator etc. as required.
4
-
-
Supply Ceiling fan 1200 mm sweep complete with capacitor canopyand down rod including electronic speed regulator with provisionof flexible wire 23/0,0076 twin core copper conductor from ceiling rose/connector to fan and speed regulator complete all as specified
4
-
-
Supply and fixing fluorescent tube light fitting, single tube, energy efficient T5 tube, box type complete with electronics ballast capacitors, spring loaded rotor type lamp holders, connector block etc. and allaccessories pre wired with 1 x 28W FTL complete all as specified
4
-
-
Supply and Fixing electronic retrofit type CFL lamp with built in choke 11 W PF-0.85 complete all as specified and as directed by Project Manager.
4
-
-
Water Supply and Sanitary arrangements
-
-
-
S/F/F Vitreous white glazed earthen ware IWC of parrry hindustan or any other FSS approved make with 100mm HCIP rap 15 Litres CI pull and let go flushup Cistern of names or other ISS equivalent make complete with all fittments CI or CC brakets 32mm alkalthene / PVC telescope flush, pipe about 2m long with one brass coupling as clamps GI chain and pull including supplying and fixing affiaris all complete as per specificationof 50mm long with 12.5 L low level PVC cistern
1
-
-
SIFF 40mm bush vitreous white glazed earthen EWC with P trap of parry hindustan or any other approved ISS make supply and fixing 15 Litres CI mosquito proof low downflushing cistern of approved make with complete fittings with CI handle and RS or bracket with telescopic flush pipe with brass coupling and plumbers spinddle stop cock of approved quality weight not less than with P trap 12.5 Ltrs Low level precushion (B) 12.5 lit low level PVC Cistem
1
-
-
SFF vitreous white glazed earthen ware wash hand basin of parry or hindustan or another ISS approved make supported on CI or RS brackets 32mm of brass waste 15mm dia CI body brass spendle stop cock of approved quality of wt not less than 350 grms 32mm OVC waste pipe 750mm long with brass coupling at one end
1
-
-
Providing and fixing flat back or angular wall corner type lipped front vitreous SFF white glazed earthen work urinal of hindustan or parry or any other approved ISS make with 5 Litre capacity CI automate flushing western of reliance for any other ISS approved make with all fittings with CI or RS brackets
(a) Flat back or standing corner (600mm X 350 mm)
1
-
-
SFF vitreous white glazed earthen ware Indian type 600x350mm urinal of parry or hindustan or any other ISS approved make with external flushing rim 100 mm white glazed earthen ware channel about 1M long 5 Litre Capacity CI automatic flushing cistern of reliance or any other ISS approved make with all fittings with CI or RS brackets standard size GI flush pipe with fitting clamps 15mm CI body brass spindle stop cock of weight not less than 450 grms 600x350mm size
1
-
-
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.- Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms
1
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 150 x 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
-
-
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors (100 mm inlet and 75 mm outlet) Sand Cast Iron S&S as per IS- 1729
2
-
-
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
2
-
-
SFF the following items with all materials as per specification Mirror of 6mm thick plate glass bevelled edge mirror CP brass revolving fittings 3mm plywood board450 x 450 mm size
2
-
-
CP brass towel rail 20mm x 600 mm with bracket
2
-
-
Providing and fixing brass bib cock of approved quality -
-
-
-
15 mm nominal bore
2
-
-
20 mm nominal bore
2
-
-
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour,weighing not less than 105 gms.
2
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.( Internal work exposed on walls)
-
-
-
(18.10.1) 15 mm dia nominal bore
25
-
-
(18.10.2) 20 mm dia nominal bore
15
-
-
(18.10.4) 32 mm dia nominal bore
10
-
-
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :
-
-
-
(18.11.1) 15 mm dia nominal bore
75
-
-
(18.11.2 ) 20 mm dia nominal bore
50
-
-
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
-
-
-
40 mm dia nominal bore - from bore well to store tank
75
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
-
-
-
For 15mm dia GI pipe
2
-
-
For 20mm dia GI pipe
2
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :.
-
-
-
For 25mm dia GI pipe
2
-
-
For 40mm dia GI pipe
1
-
-
18.19.3 : Providing and fixing 40 mm nominal bore gun metal non- return valve of approved quality- Vertical (screwed end) :
-
-
-
For 40mm dia GI pipe
2
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
2000
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet-100 mm diameter
2
-
-
Providing and fixing 100 mm dia S&S soil, waste and vent pipes as per IS: 1729
-
-
-
100 mm dia
8
-
-
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.Sand cast iron S&S as per IS - 1729
-
-
-
100 mm dia
2
-
-
Providing and fixing double equal plain junction of required degree- Sand cast iron S&S as per IS - 1729
-
-
-
100x100x100x100 mm
2
-
-
EW in excavation (as per IS3114/1965) for laying of different types of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial level of lift as per specificaton and direction of E/I for classification of soil item - B
-
-
-
All kinds of soil for Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia ( for Laying Sewer Lines)
40.5
-
-
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
-
-
-
150 mm diameter ( up to out let/ septic tank)
30
-
-
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design (With common burnt clay FPS bricks)
-
-
-
150 x 100 mm size P type
2
-
-
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with 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 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 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 less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
-
-
-
Construction of Retaining walls at 10 MLD STP
-
-
-
Earthwork excavation for structures in all types of soil as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH. by mechnical means (Depth upto 3mtr)
1067.85
-
-
Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Earthwork excavation for structures in Hard Rock as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.
118.65
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
79.1
-
-
Plain CC 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
118.65
-
-
Reinforced cement concrete in open foundation complete as per drawing and technical specifications (RCC M20 grade)
593.74
-
-
Reinforced cement concrete in sub- structure complete as per drawing and technical specifications (RCC M20 grade)
-
-
-
For stem up to 5m - ( 0m to 5.00m height)
406
-
-
For stem up to 10m - ( 5.00m to 6.50m height)
219.24
-
-
For stem up to 5m - ( 0m to 5.00m height)
77.5
-
-
For stem up to 10m - ( 5.00m to 6.50m height)
15.5
-
-
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
324.45
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
469.5
-
-
Supplying, fitting and placing un - coated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications.
71.25
-
-
Supplying, fitting and placing HYSD bar reinforcement complete in Sub-sructure as per drawing and Technical specifications.
86.19
-
-
Carriage of Cement
59.69
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Carriage of Steel
8.91
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Carriage of stone chips
84.37
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Carriage of Sand
110.74
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Carriage of stone boulder
18.22
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Carriage of Bricks
32217
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Carriage of metal
24.83
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Special T&P
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Providing Hydro power generation plant of 5 KW capacity at 4.00 MLD STP in Zone- I
1
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O & M of STP including electricity, Man power, Chemicals and all other charges with performance based for 4.0 MLD (STP - 1) for 15 years including defect liability period of 2 years (Excluding Power Charges)
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O & M of STP including electricity, Man power, Chemicals and all other charges with performance based for 10.00 MLD (STP - 2) for 15 years including defect liability period of 2 years (Excluding Power Charges)
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O & M of STP including electricity, Man power, Chemicals and all other charges with performance based for 1.00 MLD (STP - 3) for 15 years including defect liability period of 2 years (Excluding Power Charges)
1
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Evaluation Notes How It Works ?
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