Construction Of Plat Form , Sump , Hdpe Pipe Line And Water Tank ( Civil Work ) For 60 Kld Capacity Prefabricated Stp At Siddheshwar Chowk Latur . 2Nd Call
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Jan 2021
0 days left
EMD
7770
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Latur City Municipal Corporation, Latur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Plat Form , Sump , Hdpe Pipe Line And Water Tank ( Civil Work ) For 60 Kld Capacity Prefabricated Stp At Siddheshwar Chowk Latur . 2Nd Call
BOQ
| Name of Work : Construction of plat form, Sump, HDPE pipe line and water tank (civil work ) for 60 KLD capacity prefabricated STP at Siddheshwar Chowk Latur. 2nd Call | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | A)STP PLATFORM AND SUMP :- Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) | BI01010001010000000000000515BI0100001112 | 36 | Cum |
| 2 | 2 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 23 cm thick including hand packing and compacting etc. complete. | BI01010001010000000000000515BI0100001113 | 10.58 | Cum |
| 3 | 3 | Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated materia land stacking it in measurable heaps within a distance of 50 metres from the building area and including dewatering and back filling with available earth /murum ,watering, ramming,etc.complete. (Lift upto 1.5m) By Mechanical Means | BI01010001010000000000000515BI0100001114 | 36 | Cum |
| 4 | 4 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for steps including steel centering, plywood/steel formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001115 | 11.38 | Cum |
| 5 | 5 | Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including centering, formwork, cover blocks compacting and roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand | BI01010001010000000000000515BI0100001116 | 2.7 | Cum |
| 6 | 6 | Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. | BI01010001010000000000000515BI0100001117 | 0.32 | M.T |
| 7 | 7 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete. | BI01010001010000000000000515BI0100001118 | 6.9 | Cum |
| 8 | 8 | Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. | BI01010001010000000000000515BI0100001119 | 51 | Cum |
| 9 | 9 | Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low densi typolythyler and built corrugation including of delivery upto destination hoisting and fixing of accessor iessuch as inlet ,outlet overflow of all tanks capacity above 1000 to 20,000 litres ( HDPE Tank capacity 5000 lit ) | BI01010001010000000000000515BI0100001120 | 20000 | lit |
| 10 | 10 | Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete. | BI01010001010000000000000515BI0100001121 | 0.64 | M.T |
| 11 | 11 | Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/sq.mt.total one ach side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT) (0.5 mm TCT ), Hi-Strenght Steel With Min 550 Mpa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc1. 6% silicon ) with COLORBOND (R) steel quality super durable polyester paint coat (with inorganic pigment ). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm dee pribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min.25 um Zinc-Tin alloy coated, Hex head, self-Drilling screw etc. compalete. (weight of profile 4.52 kg/sqm) | BI01010001010000000000000515BI0100001122 | 54.5 | Sqm |
| 12 | 12 | In the E-DSR for items of supply materials Rubble, Murum, Soil, 60mm/40mm metal (Hand Broken) quantity worked out from this estimate for royalty charges [As per Govt. of Maharashtra, Revenue and Forest Departments Gazette No.67 Dt.15 May,2015. States that the royalty charges of Rs.141.34/Cu.M. ) are considered.E DSR ITEM NO ----- & PAGE NO----METAL > 40 MM | BI01010001010000000000000515BI0100001123 | 11.67 | Cum |
| 13 | 13 | RUBBLE | BI01010001010000000000000515BI0100001124 | 10.58 | Cum |
| 14 | 14 | SAND | BI01010001010000000000000515BI0100001125 | 9.47 | Cum |
| 15 | 15 | B)PIPE LINE AND KATTA WATER TANK :- Providing & casting ferrocrate water tank at site including all cost of labour and material etc. complete up to 25000 litrs (for foundation & providing & fixing taps etc shall be considered) R.C.C. Water Tank Capicity - 300 Ltr -2 No | BI01010001010000000000000515BI0100001126 | 2 | Nos |
| 16 | 16 | Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling, etc. complete. For pipe line = 600 x 0.30 x 0.30 = 54 | BI01010001010000000000000515BI0100001127 | 54 | Cum |
| 17 | 17 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 wirth nesessary jointing material like mechanical cnnector i.e. threas / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler / sepcials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores and stacking the same in closed shade duly protecting form surays and rains, excluding GST levied by GI and GOM in all respect etc. complete. ( HDPE-PE100, 63 mm dia 6 kg2 ) | BI01010001010000000000000515BI0100001128 | 600 | Rmt |
| 18 | 18 | Providing HDPE Specials 10 % cost of Providing Pipes ( Note :- Payment of specials will be made as per actual consumption of specials with price list of manufacturing company ) | BI01010001010000000000000515BI0100001129 | 1 | LS |
| 19 | 19 | Lowering, laying and jointing HDPE / MD PE pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all meterials for jointing procedure like Electrofusion machine, Electric heater / butt fusion wilding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 1) 63 mm dia Length - 600 mtr Rate @ Rs. 41.00+5% M.C. Limit = 43.05/Mtr | BI01010001010000000000000515BI0100001130 | 600 | Rmt |
| 20 | 20 | Providing double flanged sluice valve conforming to IS - 2906 / 14846 including worm gear arraangements as per test pressure. Stainless steel spindle, caps, including all taxes, transportation , etc. completee. 65 mm dia sluice valve PN 1 Without by pass -3 No | BI01010001010000000000000515BI0100001131 | 3 | Nos |
| 21 | 21 | Lowering, laying and jointing in position following CID/F sulice of including cost of labour jounting material including nut bolt and giving satisfactory hydraulic testing complete.65 mm dia sluice valve - 3 No | BI01010001010000000000000515BI0100001132 | 3 | Nos |
| 22 | 22 | Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Total Excavation = 54 Deduction Volume of pipe 0785 x 0.065 x 0.065 x 600 = 1.98 Net Qty 54 - 1.98 = 52.02 Cum (Basic Rate - 73+5%)= 76.65 | BI01010001010000000000000515BI0100001133 | 52.02 | Cum |
AI Tender Summary
Tender Timeline
Jan 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 18, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 20, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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