Pipe Line Work Providing , Laying And Jointing Of Different Sized/Type Pipelines Within Jen Section Dewda At Sub Dn . Iii Sanchore ( Rate Contract )
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Jul 2021
0 days left
EMD
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Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SANCHORE → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Pipe Line Work Providing , Laying And Jointing Of Different Sized/Type Pipelines Within Jen Section Dewda At Sub Dn . Iii Sanchore ( Rate Contract )
BOQ
| Name of Work: Providing, Laying and Jointing of Different Sized/Type Pipelines within JEN Section Dewra at Sub Dn. III Sanchore ( Rate Contract ) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | 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. For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001113 | 1 | RMT |
| 2 | 2.01 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001114 | 1 | RMT |
| 3 | 3.01 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001115 | 1 | RMT |
| 4 | 4.01 | In soft Rock For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001116 | 1 | RMT |
| 5 | 5.01 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001117 | 1 | RMT |
| 6 | 6.01 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001118 | 1 | RMT |
| 7 | 7.01 | In Hard Rock ( Blasting prohibited) For dia of pipe up to 150 mm nominal. | BI01010001010000000000000515BI0100001119 | 1 | RMT |
| 8 | 8.01 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001120 | 1 | RMT |
| 9 | 9.01 | 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. | BI01010001010000000000000515BI0100001121 | 1 | Cum |
| 10 | 10.01 | 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.Bituminous courses | BI01010001010000000000000515BI0100001122 | 1 | Cum |
| 11 | 11.01 | Granular courses | BI01010001010000000000000515BI0100001123 | 1 | Cum |
| 12 | 12.01 | 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. | BI01010001010000000000000515BI0100001124 | 1 | CUM |
| 13 | 13.01 | 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\nnominal size). | BI01010001010000000000000515BI0100001125 | 1 | CUM |
| 14 | 14.01 | 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) a) 60 mm thick. | BI01010001010000000000000515BI0100001126 | 1 | Sqm. |
| 15 | 15.01 | b) 80 mm thick. | BI01010001010000000000000515BI0100001127 | 1 | Sqm. |
| 16 | 16.01 | c) 100 mm thick | BI01010001010000000000000515BI0100001128 | 1 | Sqm. |
| 17 | 17.01 | 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.80 mm | BI01010001010000000000000515BI0100001129 | 1 | RMT |
| 18 | 18.01 | 100 mm | BI01010001010000000000000515BI0100001130 | 1 | RMT |
| 19 | 19.01 | 150 mm | BI01010001010000000000000515BI0100001131 | 1 | RMT |
| 20 | 20.01 | 200 mm | BI01010001010000000000000515BI0100001132 | 1 | RMT |
| 21 | 21.01 | 250 mm | BI01010001010000000000000515BI0100001133 | 1 | RMT |
| 22 | 22.01 | 300 mm | BI01010001010000000000000515BI0100001134 | 1 | RMT |
| 23 | 23.01 | 350 mm | BI01010001010000000000000515BI0100001135 | 1 | RMT |
| 24 | 24.01 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).A/S Tee , Bend, Reducer (All End Socketed) Upto 300 mm Diameter | BI01010001010000000000000515BI0100001136 | 1 | Kg |
| 25 | 25.01 | Flange Socket, Spigot, Hy. Tee.Upto 300 mm Diameter | BI01010001010000000000000515BI0100001137 | 1 | Kg |
| 26 | 26.01 | A/F Tee , Bend, Reducer (All End Flanged)Upto 300 mm Diameter | BI01010001010000000000000515BI0100001138 | 1 | Kg |
| 27 | 27.01 | Double Socket Duckfoot Bend Upto 300 mm Diameter | BI01010001010000000000000515BI0100001139 | 1 | Kg |
| 28 | 28.01 | Double Flange Duckfoot Bend Upto 300 mm Diameter | BI01010001010000000000000515BI0100001140 | 1 | Kg |
| 29 | 29.01 | Double Flange Pipe (upto 1 mtr. length) Upto 300 mm Diameter | BI01010001010000000000000515BI0100001141 | 1 | Kg |
| 30 | 30.01 | 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. HDPE PE-80 PN-6 75 mm dia | BI01010001010000000000000515BI0100001142 | 1 | RMT |
| 31 | 31.01 | 90 mm dia | BI01010001010000000000000515BI0100001143 | 1 | RMT |
| 32 | 32.01 | 110 mm dia | BI01010001010000000000000515BI0100001144 | 1 | RMT |
| 33 | 33.01 | 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.HDPE PE-80 PN-6 125 mm dia | BI01010001010000000000000515BI0100001145 | 1 | RMT |
| 34 | 34.01 | 140 mm dia | BI01010001010000000000000515BI0100001146 | 1 | RMT |
| 35 | 35.01 | 160 mm dia | BI01010001010000000000000515BI0100001147 | 1 | RMT |
| 36 | 36.01 | 180 mm dia | BI01010001010000000000000515BI0100001148 | 1 | RMT |
| 37 | 37.01 | 200 mm dia | BI01010001010000000000000515BI0100001149 | 1 | RMT |
| 38 | 38.01 | 225 mm dia | BI01010001010000000000000515BI0100001150 | 1 | RMT |
| 39 | 39.01 | 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. Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW | BI01010001010000000000000515BI0100001151 | 1 | Each |
| 40 | 40.01 | 100 mm HW | BI01010001010000000000000515BI0100001152 | 1 | Each |
| 41 | 41.01 | 125 mm HW | BI01010001010000000000000515BI0100001153 | 1 | Each |
| 42 | 42.01 | 150 mm HW | BI01010001010000000000000515BI0100001154 | 1 | Each |
| 43 | 43.01 | 200 mm HW | BI01010001010000000000000515BI0100001155 | 1 | Each |
| 44 | 44.01 | 250 mm HW | BI01010001010000000000000515BI0100001156 | 1 | Each |
| 45 | 45.01 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | BI01010001010000000000000515BI0100001157 | 1 | Kg |
| 46 | 46.01 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.0 80 mm dia | BI01010001010000000000000515BI0100001158 | 1 | Each |
| 47 | 47.01 | 100 mm dia | BI01010001010000000000000515BI0100001159 | 1 | Each |
| 48 | 48.01 | 125 mm dia | BI01010001010000000000000515BI0100001160 | 1 | Each |
| 49 | 49.01 | 150 mm dia | BI01010001010000000000000515BI0100001161 | 1 | Each |
AI Tender Summary
Tender Timeline
Jun 22, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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