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Parallel Rate Contract Of Providing /Laying /Jointing And Commissioning Of Internal Distribution Network And Providing Functional Household Tap Water Connection From Already Laid/ New Distribution Pipe Line To Property Line , Including All Material And , Under Division Abu road-Rajasthan

Public Health Engineering Department-PHED has published Parallel Rate Contract Of Providing /Laying /Jointing And Commissioning Of Internal Distribution Network And Providing Functional Household Tap Water Connection From Already Laid/ New Distribution Pipe Line To Property Line , Including All Material And . Submission Date for this Tender is 01-03-2021. Water Pipe Line Tenders in Under Division Abu road Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

26915904
Parallel Rate Contract Of Providing /Laying /Jointing And Commissioning Of Internal Distribution Network And Providing Functional Household Tap Water Connection From Already Laid/ New Distribution Pipe Line To Property Line , Including All Material And
Open Tender
Indian
Rajasthan
Under Division Abu road
01-03-2021

Tender Details

parallel rate contract of Providing /Laying /Jointing and commissioning of internal distribution network and providing functional household tap water connection from already laid / new distribution pipe line to property line , including all material and all labour under jur

Key Value

Document Fees
INR 2500 /-
EMD
INR 500000.0 /-
Tender Value
INR 2.50 Crore /-

BOQ Items

Name of Work: “Parallel Rate Contract of P/L/J and commissioning of Internal distribution network and providing Functional Household Tap water connection from already laid/ New distribution pipe line to property line, including all material and all labour under jurisdiction of PHED Division- Abu Road, District- Sirohi with 12 months defect liability period."
Sl. No. Item Description Item Code / Make Quantity Units
1 1 (PHED BSR 2020 1.1)/ Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar 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-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
2 2 HDPE PE-80 PN-6
3 3 (1.1.1)80 mm 1 RMT
4 4 (1.1.2.)100 mm 1 RMT
5 5 (1.1.3)150 mm 1 RMT
6 6 (1.1.4.)200 mm 1 RMT
7 7 (1.1.5.)250 mm 1 RMT
8 8 (PHED BSR2020 1.2)/ Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar 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-in-charge. (excluding earth work)\nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately..
9 9 (1.2.1)100 mm 1 RMT
10 10 (1.2.2.)150 mm 1 RMT
11 11 (1.2.3)200 mm 1 RMT
12 12 (1.2.4)250 mm 1 RMT
13 13 (PHED BSR 2020 1.4)/ Providing, lowering, laying and jointing in trenches,  standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M.
14 14 (1.4.1)HDPE PE-80 PN-6
15 15 (1.4.1.1)75 mm dia 1 RMT
16 16 (1.4.1.2)90 mm dia 1 RMT
17 17 (1.4.1.3)110 mm dia 1 RMT
18 18 (1.4.3)HDPE PE-80 PN-10
19 19 (1.4.3.1)90 mm dia 1 RMT
20 20 (1.4.3.2)110 mm dia 1 RMT
21 21 (PHED BSR 2020 1.5)/ Providing, lowering, laying and jointing in trenches,  standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by 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 and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M.
22 22 (1.5.1)HDPE PE-80 PN-6
23 23 (1.5.1.1)125 mm dia 1 RMT
24 24 (1.5.1.2.)140 mm dia 1 RMT
25 25 (1.5.1.3)160 mm dia 1 RMT
26 26 (1.5.1.4)180 mm dia 1 RMT
27 27 (1.5.1.5)200 mm dia 1 RMT
28 28 (1.5.1.6)225 mm dia 1 RMT
29 29 (1.5.3)HDPE PE-80 PN-10
30 30 (1.5.3.1)125 mm dia 1 RMT
31 31 (1.5.3.2)140 mm dia 1 RMT
32 32 (1.5.3.3)160 mm dia 1 RMT
33 33 (1.5.3.4)180 mm dia 1 RMT
34 34 (1.5.3.5)200 mm dia 1 RMT
35 35 (1.5.3.6)225 mm dia 1 RMT
36 36 (PHED BSR 2020 4.1.1) 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. In all type of soil
37 37 (4.1.1.1) For HDPE pipe line dia up to 110 mm 1 RMT
38 38 (4.1.1.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. 1 RMT
39 39 (4.1.1.2) For dia of pipe above 150 mm and up to 350 mm nominal. 1 RMT
40 40 In soft Rock
41 41 For HDPE pipe line dia up to 110 mm 1 RMT
42 42 For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110\n& up to 140 mm. 1 RMT
43 43 For dia of pipe above 150 mm and up to 350 mm nominal. 1 RMT
44 44 In Hard Rock ( Blasting prohibited)
45 45 For dia of pipe up to 150 mm nominal. 1 RMT
46 46 For dia of pipe above 150 mm and up to 350 mm nominal. 1 RMT
47 47 (PHED BSR 2020) (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.
48 48 (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0
49 49 (6.1.1.1) 80 mm HW 1 Each
50 50 (6.1.1.2) 100 mm HW 1 Each
51 51 (6.1.1.3) 125 mm HW 1 Each
52 52 (6.1.1.4) 150 mm HW 1 Each
53 53 (6.1.1.4) 200 mm HW 1 Each
54 54 (PHED BSR 2020) (1.11) Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
55 55 (1.11.1) MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) 1 Kg
56 56 (PHED BSR 2020/ 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. 1 Cum
57 57 Dismantling of flexible pavement for pipe line and chambers 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 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 per technical specification and scope of work.
58 58 Bituminous courses 1 Cum
59 59 Granular courses 1 Cum
60 60 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. 1 Cum
61 61 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.
62 62 M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). 1 Cum
63 63 (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)
64 64 (4.5.1) a)    60 mm thick. 1 Cum
65 65 (4.5.2) b)    80 mm thick. 1 Cum
66 66 (4.5.3) c)     100 mm thick 1 Cum
67 67 (PHED BSR 2020/6.5) Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0
68 68 (6.5.1.1) 15 mm S-1 Type 1 Each
69 69 (6.5.1.2) 25 mm S-1 Type 1 Each
70 70 4.1 Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no/ration card/voter ID/BPL card/PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. \nThe cost also includes computer and operator. 1 Each
71 71 Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job). This job includes digging out suitable size of piits and trench for laying service line in all kinds of soil including demolishing of cement concrete, WBM, Black top etc. of all thickness; cutting of CC road/ jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming/ compacting in layers and disposal of surplus excavated soil as directed with ISO/ DTR 9080 as per specification for potable water including approved make of MS/ PVC clamp with saddle piece, gunmetal ferrule 4.0mm (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15mm dia class B (ISI mark) above ground level in the premises for fixing tap (max. length 2.0 mtr), P&F a 15mm Bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm, including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for addition to the ferrule, an orifice of 4.0mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The servise line should be laid at least 45 cm below ground level, except in case of concrete/ bituminous roads where minimum depth shall be 20cm. FOR detailde specifications of MDPE pipes please refer section "Technical Specification of bid document. General specifications of MDPE pipes shall be as under: The raw material shall be virgin PE 80 Blue compound and Comply with the requirements of ISO/ Directive of testing material : ISO/ Directive of testing material : 9080 with minimum required strength of Kg/ sq.cm. The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar. The pipes shall bear ISO marking.
72 72 Average length up to 05 mtr 20mm dia MDPE pipe and 02 mtr 15 mm GI pipe class B.. 1 Each
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