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Works Related To Replacement Of Old , Defective And Polluted Pipeline In Uwss Aburoad , District Sirohi, UWSS Abu Road-Rajasthan

Public Health Engineering Department-PHED has published Works Related To Replacement Of Old , Defective And Polluted Pipeline In Uwss Aburoad , District Sirohi. Submission Date for this Tender is 10-05-2021. Pipe Laying Tenders in UWSS Abu Road Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

27717081
Works Related To Replacement Of Old , Defective And Polluted Pipeline In Uwss Aburoad , District Sirohi
Open Tender
Indian
Rajasthan
UWSS Abu Road
10-05-2021

Tender Details

Works Related To Replacement Of Old , Defective And Polluted Pipeline In Uwss Aburoad , District Sirohi

Key Value

Document Fees
INR 1000 /-
EMD
INR 160680.0 /-
Tender Value
INR 80.34 Lakhs /-

BOQ Items

Name of Work: WORKS RELATED TO REPLACEMENT OF OLD,DEFECTIVE AND POLLUTED PIPELINE IN UWSS ABUROAD, DISTRICT SIROHI
Sl. No. Item Description Item Code / Make Quantity Units
1 1 (SOR PIPE LINE 2020) Providing, lowering, laying in trenches, aligning, fixing in positionand jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipesas per 15:8329-2000 (amended upto date), with internal cement\nmortar lining suitable for potable water with rubber ring (EPDM)joints as per IS: 5382- 1985 including all taxes (Central and local),transportation and freight charges, inspection charges, loading/unloading charges, including cost of labour and material, specials(Tee, bend etc.) satisfactory hydraulic testing, disinfection etc.complete as per technical specifications and direction of Engineer- incharge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately.
2 2 (1.1.1) 100MM DIA 318 Per Mtr.
3 3 (1.1.2) 150MM DIA 1530 Per Mtr.
4 4 (1.4) HDPE PIPES\nProviding, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amendedupto date) with necessary jointing material like mechanicalconnectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipeby butt fusion/ electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and di rection of Engineer-in-charge of following class and diameter.(excluding earth work)Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid. separately.Supply upto 110 mm dia. in coil & above 110 mm dia straight lengthin6M. HDPE PE-80 PN-6
5 5 (1.4.1.2) 90 mm dia. 5313 Per Mtr.
6 6 (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
7 7 (4.1.1) In all type of soil
8 8 (4.1.1.1) For HDPE pipe line dia up to 110 mm 3719.1 RMT
9 9 (4.1.1.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110\n& up to 140 mm. 1293.6 RMT
10 10 (4.1.2) In soft Rock
11 11 (4.1.2.1) For HDPE pipe line dia up to 110 mm 1593.9 RMT
12 12 (4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110\n& up to 140 mm. 554.4 RMT
13 13 (SOR PIPE LINE 2020) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depth S&S standard special with rubber ring(EPDM) joints as per SI:5282-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in- charges :
14 14 (1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
15 15 (1.3.1.1) Upto 300 mm Diameter 180 KG
16 16 (6.1) Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in- charge.\nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.
17 17 () Manually Operated CI Sluice valve of Class PN-1.0
18 18 (6.1.1.1) 80 mm HW 13 Each
19 19 (6.1.1.2) 100 mm HW 4 Each
20 20 (6.1.1.4) 150 mm HW 4 Each
21 21 (6.1.1.5) 200 mm HW 3 Each
22 22 (4.4) Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. 263.65 Cum
23 23 (4.5.1) Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 263.65 Cum
24 24 (4.2) Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, 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 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. 527.3 Cum
25 25 (4.5) Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
26 26 (4.5.2) b) 80 mm thick. 450 sqm
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