Dharamshala Smart City Limited Tender
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Dharamshala Smart City Limited Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Aug 2023
Closing Date13 Sep 2023
Tender Amount₹ 1,03,07,703
Costs
EMD
₹ 2,07,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_DSCL1_78184_1Tender No
DSCL/Public Taps-211/2023-24/1808Tender Authority
Dharamshala Smart City Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Demolition of brick work in cement mortar above G.L. upto all floor level including stacking of serviceable materials and disposal of un-serviceable materials upto all lead and lift as per approved by Engineer In Charge
1.31
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Demolition of stone masonry in cement mortar above G.L. upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials upto all lead and lift as per approved by Engineer In Charge.
2.36
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Dismantling tiled floors laid in mortar upto all floor level including stacking of serviceable materials and disposal of un-serviceable materials upto all lead & lift as per direction of Engineer In Charge. For thickness of tiles upto 25mm.
0.8
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Dismantling tiled floors laid in mortar upto all floor level including stacking of serviceable materials and disposal of un-serviceable materials upto all lead & lift as per direction of Engineer In Charge. Stone slab/flagged floors.
0.72
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Dismantling steel work upto span of 10 Metres and a height of 5 Metres in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, beadings etc. and stacking the materials upto all lead & lift as per direction of Engineer In Charge. :-Including dismembering, for dismantling trusses, rafters, purlins etc. of steel work for any span.
34
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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, including getting out the excavated soil/ordinary rock and disposal of surplus excavated soils upto all lead and lift as per direction of Engineer In Charge.
14.12
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Providing and filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete and carriage of material upto all lead & lift as per Engineer-In-Charge.
0.95
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Providing and filling of stone solling under floors /boulder filling behind retaining walls of selected hard stone including carriage of material in all leads & lifts and as per direction of Engineer In Charge.
1.76
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Providing and laying cement concrete mechanically mixed 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer-In-Charge.
3.66
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Providing and laying in position ready mixed or site batched M20 design mix cement concrete for Reinforced/Plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete in All works upto and above plinth level.
Note:- Concrete of M20 grade with minimum cement content of 270 kg /cum
6.81
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Providing Tor steel reinforcement Fe-550D for R.C.C. work including bending, binding and placing in position complete upto all level including carriage of material upto all leads and lifts and as per direction of Engineer In Charge.
1226.42
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Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in foundation,footings basis of columns etc. and mass concrete floors etc. upto 200mm thickness for vertical & horizontal, and flat & circular surfaces of, soffit, beam, slab, column and retaining structure etc.
41.34
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Construction of Squared rubble masonry coursed with existing dressed stone approved quality in foundation & plinth and superstructure above plinth level and upto floor two level : including raking out joints in Cement Mortar 1:3 (1 cement: 3 sand).
10.84
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Stone work plain in coping plinth cornices, string courses and plinth courses in cement mortar 1:6 (1 cement : 6 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand)
1.49
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Extra for dressing of cornices,edge stone/ dressed stone to make component with the purpose related to Vernacular Architecture.
60
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Slate roofing with 50mm., Single lap single layer laying on cement mortar 1:3 (1 cement, 3 sand) , having size of slates 400x200 mm including carriage of material up to all leads and lifts and as per direction of Engineer in charge.
15.21
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Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blow or / and residual bitumen applied hot at 1.45 kg per sq .m of area for each course second course of roofing felt type 3 grade 1 (hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cu.dm or 0.006 cu.m) per sq.m. Welding preparation of surface excluding grading complete.
15.21
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Providing and laying 20mm thick granite stone in flooring/RCC counter/tread of the steps with nosing etc.,on 20mm (average) thickness base of cement mortar 1:4(1cement: 4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of granite stone i/c rubbing and polishing complete with carriage of material up to all leads and lifts and as per direction of Engineer -In-Charge.
1.98
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Granite 20 mm thick in risers of steps, skirting dado and pillars laid on 12 mm (average) thick cement mortar 1:4 (1 cement :4 sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including rubbing and polishing complete.
3.04
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Providing and laying Slate flooring having 15mm average thick of flooring material, 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete and carriage of material up to all leads and lifts and as per direction of Engineer In Charge.
22.68
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Providing and fixing in tranches galvanized mild steel tubes (Medium Grade) as per IS Code 1239 tube fitting exacavation for tranches will be measured and paid saprately including carriage of material up to all leads and lifts and as per direction of Engineer-In-charge. 15mm nominal bore
60
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Providing and fixing in tranches galvanized mild steel tubes (Medium Grade) as per IS Code 1239 tube fitting exacavation for tranches will be measured and paid saprately including carriage of material up to all leads and lifts and as per direction of Engineer-In-charge. 20mm nominal bore
15
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Providing and fixing 15 mm nominal bore, C.P. brass royale sensor basin tap (RESF-103,AC+DC), low voltage alarm Shock Resistant Anti-interference Auto cutt off, Battery life cycle:3000 cycles sensing distance:0-6 inches, including carriage of material to all leads and lifts and as per direction of Engineer In Charge.
9
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Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matt finish to the surface complete.
10.87
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Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equivalent on undecorated wall surfaces (two coats) to give an even shade and final finish after thoroughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete.
10.87
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Real-Time Drinking Water Parameters Monitoring System for following Parameters : pH: 0.00 to 14.00 pH depending on the electrode)Conductivity
(TDS): 10 μS/cm - 500 mS/cm (0 … 2000
mg/l)Turbidity: FNU; NTU; TEF: 0 to 4000
FNUmg/l SiO2; ppm SiO2: 0.1 to 4000
mg/l SiO2g/l TS : 0.0001 to 400 g/l
TSFree Chlorine: 0 to 2 mg/l and 25mm Electromagnetic flow meter
3
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LED DISPLAY BOARD 6*4 with GPRS Facility
to Displya data
3
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PANEL WITH GLASS (500 x 500 x
300 MM)SS Weather Proof Enclosure with
lock and key with front cutout and glass opening to check the display parameters on the controller
3
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2 KVA UPS with 2 hour Back UP
3
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Installation and Commissioning
3
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Online Data Transfer to Cloud server
3
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Yearly Calibration with NABL Accredited laboratory
3
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SMS and Email Alerts facility
3
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Comprehensive Maintenance Contract for 2nd year after 1 year
3
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Comprehensive Maintenance Contract for 3rd year after 1 year
3
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Comprehensive Maintenance Contract for 4th year after 1 year
3
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UV Disinfection System :-Flow Rate -
3.0 m3/hr, UV Dose - 30,000 uW-sec/cm2 UV Transmission (per cm) - 98%,Time Elapse Meter :- Included
3
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Evaluation Notes How It Works ?
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