Providing, Laying, Jointing, Commissioning Of Various Sizes Hdpe Di Pipe Line And Related Works Under Following Jurisdiction Of J.En. Uwss Jaitaran Sub Dn. Jaitaran Annual Rate Contract
Tender Value
90 Lakhs
Estimated cost
Bid Submission
08 Aug 2022
0 days left
EMD
1.80 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jaitaran → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing, Laying, Jointing, Commissioning Of Various Sizes Hdpe Di Pipe Line And Related Works Under Following Jurisdiction Of J.En. Uwss Jaitaran Sub Dn. Jaitaran Annual Rate Contract
BOQ
| Sl. No. | Item Description |
| 1 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater 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) Note : 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 |
| 2 | 100 mm |
| 3 | 150 mm |
| 4 | 200 mm |
| 5 | 250 mm |
| 6 | 300 mm |
| 7 | 350 mm |
| 8 | 400 mm |
| 9 | 450 mm |
| 10 | 500 mm |
| 11 | 600 mm |
| 12 | 700 mm |
| 13 | 800 mm |
| 14 | 900 mm |
| 15 | 1000 mm |
| 16 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater 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)Note : 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.100 mm |
| 17 | 150 mm |
| 18 | 200 mm |
| 19 | 250 mm |
| 20 | 300 mm |
| 21 | 350 mm |
| 22 | 400 mm |
| 23 | 450 mm |
| 24 | 500 mm |
| 25 | 600 mm |
| 26 | 700 mm |
| 27 | 800 mm |
| 28 | 900 mm |
| 29 | 1000 mm |
| 30 | 1100 mm |
| 31 | 1200 mm |
| 32 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work).A/S Tee , Bend, Reducer (All End Socketed)Upto 300 mm Diameter |
| 33 | Above 300mm and up to 600 mm diameter |
| 34 | Above 600 mm diameter |
| 35 | Flange Socket, Spigot, Hy. Tee.Upto 300 mm Diameter |
| 36 | Above 300mm and up to 600 mm diameter |
| 37 | Above 600 mm diameter |
| 38 | A/F Tee , Bend, Reducer (All End Flanged)Upto 300 mm Diameter |
| 39 | Above 300mm and up to 600 mm diameter |
| 40 | Above 600 mm diameter |
| 41 | Double Socket Duckfoot BendUpto 300 mm Diameter |
| 42 | Above 300mm and up to 600 mm diameter |
| 43 | Above 600 mm diameter |
| 44 | Double Flange Duckfoot BendUpto 300 mm Diameter |
| 45 | Above 300mm and up to 600 mm diameter |
| 46 | Above 600 mm diameter |
| 47 | Double Flange Pipe (upto 1 mtr. length)Upto 300 mm Diameter |
| 48 | Above 300mm and up to 600 mm diameter |
| 49 | Above 600 mm diameter |
| 50 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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 byelectro 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) .Note : 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.Supply may be in coil or straight length in 6 M/12 M.HDPE PE-80PN-675 mm dia |
| 51 | 90 mm dia |
| 52 | 110 mm dia |
| 53 | HDPE PE-100PN-675 mm dia |
| 54 | 90 mm dia |
| 55 | 110 mm dia |
| 56 | HDPE PE-80PN-1090 mm dia |
| 57 | 110 mm dia |
| 58 | HDPE PE-100PN-1090 mm dia |
| 59 | 110 mm dia |
| 60 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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). Note : 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.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-80PN-6125 mm dia |
| 61 | 140 mm dia |
| 62 | 160 mm dia |
| 63 | 180 mm dia |
| 64 | 200 mm dia |
| 65 | 225 mm dia |
| 66 | HDPE PE-100PN-6125 mm dia |
| 67 | 140 mm dia |
| 68 | 160 mm dia |
| 69 | 180 mm dia |
| 70 | 200 mm dia |
| 71 | 225 mm dia |
| 72 | HDPE PE-80PN-10125 mm dia |
| 73 | 140 mm dia |
| 74 | 160 mm dia |
| 75 | 180 mm dia |
| 76 | 200 mm dia |
| 77 | 225 mm dia |
| 78 | HDPE PE-100PN-10125 mm dia |
| 79 | 140 mm dia |
| 80 | 160 mm dia |
| 81 | 180 mm dia |
| 82 | 200 mm dia |
| 83 | 225 mm dia |
| 84 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 85 | Add extra for trenches for every additional lift over item no 4.1Above 1.5 mtr and up to 3.0 mtr. |
| 86 | Above 3.0 mtr and up to 4.5 mtr. |
| 87 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:Ordinary rock |
| 88 | Hard rock (requiring blasting) |
| 89 | Hard rock(blasting prohibited) |
| 90 | Add extra for trenches for every additional lift over item no 4.3Above 1.5 mtr and up to 3.0 mtr. |
| 91 | Above 3.0 mtr and up to 4.5 mtr. |
| 92 | Dismantling of cement concrete pavement for pipe line 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 madeas per standard trench width specified in tender document and no extra payment shall be made 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. |
| 93 | Dismantling of flexible pavement for pipe line 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 madeas per standard trench width specified in tender document and no extra payment shall be made 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 |
| 94 | Granular courses |
| 95 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 96 | 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 97 | Plain cement concrete pavementof M-30 Grade |
| 98 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non 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 interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured 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: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) 60 mm thick. |
| 99 | 80 mm thick. |
| 100 | 100 mm thick |
| 101 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and crossing of distribution pipe line under CC/BT roads. |
| 102 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. 300 mm Dia 8 mm thick casing pipe. |
| 103 | 400 mm Dia 8 mm thick casing pipe . |
| 104 | 500 mm Dia 8 mm thick casing pipe . |
| 105 | 600 mm Dia 10 mm thick casing pipe . |
| 106 | 700 mm Dia 10 mm thick casing pipe . |
| 107 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsersion rubber of black EPDM 6mm thick . 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.080 mm HW |
| 108 | 100 mm HW |
| 109 | 125 mm HW |
| 110 | 150 mm HW |
| 111 | 200 mm HW |
| 112 | 250 mm HW |
| 113 | 300 mm HW |
| 114 | 350 mm with Gear |
| 115 | 400 mm with Gear |
| 116 | 450 mm with Gear |
| 117 | 500 mm with Gear |
| 118 | 600 mm with Gear |
| 119 | Motorized Sluice Valves with Electric Actuator with integral starter of Class PN 1.080 mm dia |
| 120 | 100 mm dia |
| 121 | 125 mm dia |
| 122 | 150 mm dia |
| 123 | 200 mm dia |
| 124 | 250 mm dia |
| 125 | 300 mm dia |
| 126 | 350 mm dia |
| 127 | 400 mm dia |
| 128 | 450 mm dia |
| 129 | 500 mm dia |
| 130 | 600 mm dia. |
| 131 | Providing, lowering, laying, aligning, fixing inposition CI D/F short body pattern type butterfly valves having body, disc and end cover in graded cast irongenerally conforming to (IS13095/1991amendedupto date), synthetic rubber faced ring secured on disc by retaining ring with SS steel screw stub shaft of SS riding in teflon bearing including C.C. foundation/ structural steel support, material,labour,testingalongwith pipe line andcommissioning asperTechnical Specifications andasper direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth workManually Operated Butterfly Valve PN-1.0100 mm dia ( With lever operated) |
| 132 | 125 mm dia ( With lever operated) |
| 133 | 150 mm dia ( With lever operated) |
| 134 | 200 mm dia (With Gear Operated) |
| 135 | 250 mm dia (With Gear Operated) |
| 136 | 300 mm dia (With Gear Operated) |
| 137 | 350 mm dia (With Gear Operated) |
| 138 | 400 mm dia(With Gear Operated) |
| 139 | 450 mm dia (With Gear Operated) |
| 140 | 500 mm dia (With Gear Operated) |
| 141 | 600 mm dia (With Gear Operated) |
| 142 | 700 mm dia (With Gear Operated) |
| 143 | 800 mm dia (With Gear Operated) |
| 144 | 900 mm dia (With Gear Operated) |
| 145 | 1000 mm dia (With Gear Operated) |
| 146 | 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 (amendedup 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. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.080 mm dia |
| 147 | 100 mm dia |
| 148 | 125 mm dia |
| 149 | 150 mm dia |
| 150 | 200 mm dia |
| 151 | 250 mm dia |
| 152 | 300 mm dia |
| 153 | 350 mm dia |
| 154 | 400 mm dia |
| 155 | 450 mm dia |
| 156 | 500 mm dia |
| 157 | 600 mm dia |
| 158 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.as per API: 594 and flanges as per ISS of approved makeof following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.080 mm dia |
| 159 | 100 mm dia |
| 160 | 125 mm dia |
| 161 | 150 mm dia |
| 162 | 200 mm dia |
| 163 | 250 mm dia |
| 164 | 300 mm dia |
| 165 | 350 mm dia |
| 166 | 400 mm dia |
| 167 | 450 mm dia |
| 168 | 500 mm dia |
| 169 | 600 mm dia |
| 170 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto 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 Screwed type shall have extcrnal pipe threads conforming to IS 554Fastners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.Class PN 1.015 mm S-1 Type |
| 171 | 25 mm S-1 Type |
| 172 | 40 mm S-1 Type |
| 173 | 50 mm S-2 Type |
| 174 | Class PN 1.615 mm S-1 Type |
| 175 | 25 mm S-1 Type |
| 176 | 40 mm S-1 Type |
| 177 | 50 mm S-2 Type |
| 178 | Work of Inter Connection in AC/PVC/HDPE pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof andthen refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers. for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost).In all type Soil80 mm to 110 mm |
| 179 | 125 mm to 165 mm |
| 180 | 200 mm to 300 mm |
| 181 | Add on above item no. 1.9.1 for B.T. Road |
| 182 | Add on above item no. 1.9.1 for CC Road.Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 183 | Add on above item no.1.9.1 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr |
| 184 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof andthen refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost).In all type Soil80 mm to 100 mm |
| 185 | 125 mm to 150 mm |
| 186 | 200 mm to 300 mm |
| 187 | 350 mm to 450 mm |
| 188 | 500 mm to 600 mm |
AI Tender Summary
Tender Timeline
Jul 22, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 08, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 10, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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