Tender For Annual Rate Contract For The Work Of Providing, Laying, Jointing And Testing Of Hdpe/Di Pipelines With Interconnection Works Under Rural/Urban Area Under Jurisdiction Of Phed Division, Sadulpur, District-Churu
Tender Value
1.20 Crore
Estimated cost
Bid Submission
24 Feb 2025
0 days left
EMD
2.40 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sadulpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Annual Rate Contract For The Work Of Providing, Laying, Jointing And Testing Of Hdpe/Di Pipelines With Interconnection Works Under Rural/Urban Area Under Jurisdiction Of Phed Division, Sadulpur, District-Churu
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Add extra for trenches for every additional lift over item no 4.1 |
| 3 | Above 1.5 mtr and up to 3.0 mtr. |
| 4 | Above 3.0 mtr and up to 4.5 mtr. |
| 5 | 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 .: |
| 6 | Ordinary rock |
| 7 | Hard rock (requiring blasting) |
| 8 | Hard rock(blasting prohibited) |
| 9 | Add extra for trenches for every additional lift over item no 4.3 |
| 10 | Above 1.5 mtr and up to 3.0 mtr. |
| 11 | Above 3.0 mtr and up to 4.5 mtr. |
| 12 | Dismantling of cement concrete pavement for pipe lineand 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. |
| 13 | Dismantling of flexible pavement for pipe lineand 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. |
| 14 | Bituminous courses |
| 15 | Granular courses |
| 16 | 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. |
| 17 | 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. |
| 18 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 19 | Plain cement concrete pavementof M-30 Grade |
| 20 | Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & 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 of70 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)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. |
| 21 | 60 mm thick. |
| 22 | 80 mm thick. |
| 23 | 100 mm thick |
| 24 | 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, but excluding the cost of pipe line. |
| 25 | 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. |
| 26 | 300 mm Dia 8 mm thick casing pipe. |
| 27 | 400 mm Dia 8 mm thick casing pipe . |
| 28 | 500 mm Dia 8 mm thick casing pipe . |
| 29 | 600 mm Dia 10 mm thick casing pipe . |
| 30 | 700 mm Dia 10 mm thick casing pipe . |
| 31 | Removing& Re-fixing of Bricks Kharanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead up to 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of80 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. Note: If existing bricks used more than 80%, than for every 1% above 80% use, deduction of 1% in cost shall be done for every 1% use above 80%. |
| 32 | Horizontal aligned Bricks |
| 33 | Vertical aligned Bricks |
| 34 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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. |
| 35 | HDPE PE-80PN-6 |
| 36 | 75 mm dia |
| 37 | 90 mm dia |
| 38 | 110 mm dia |
| 39 | HDPE PE-80PN-10 |
| 40 | 90 mm dia |
| 41 | 110 mm dia |
| 42 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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. |
| 43 | HDPE PE-80PN-6 |
| 44 | 125 mm dia |
| 45 | 140 mm dia |
| 46 | 160 mm dia |
| 47 | 180 mm dia |
| 48 | 200 mm dia |
| 49 | 225 mm dia |
| 50 | HDPE PE-80PN-10 |
| 51 | 125 mm dia |
| 52 | 140 mm dia |
| 53 | 160 mm dia |
| 54 | 180 mm dia |
| 55 | 200 mm dia |
| 56 | 225 mm dia |
| 57 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),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, commissioning 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. |
| 58 | 80 mm |
| 59 | 100 mm |
| 60 | 150 mm |
| 61 | 200 mm |
| 62 | 250 mm |
| 63 | 300 mm |
| 64 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage 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/ FG200Stem - AISI- 410 ,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 steelInsertion 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. |
| 65 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 66 | 80 mm HW |
| 67 | 100 mm HW |
| 68 | 125 mm HW |
| 69 | 150 mm HW |
| 70 | 200 mm HW |
| 71 | 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 (amendedup to 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 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, 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. |
| 72 | Class PN 1.0 |
| 73 | 15 mm S-1 Type |
| 74 | 25 mm S-1 Type |
| 75 | 40 mm S-1 Type |
| 76 | 50 mm S-2 Type |
| 77 | Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge. |
| 78 | Air valve pillarfor airvalves size of 80mmdia |
| 79 | Air valve pillarfor airvalves size of 100mmdia |
| 80 | Air valve pillarfor airvalves size of 150mmdia |
| 81 | Air valve pillarfor airvalves size of 200mmdia |
| 82 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. |
| 83 | For in-campus Valve Chambers |
| 84 | Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm |
| 85 | Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm |
| 86 | Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm |
| 87 | Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm |
| 88 | Sluice valve chamber of size1.61m x1.75m x2.72mfor pipe size-from 500-to-700mm |
| 89 | De-jointing and removing of already laidCI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) |
| 90 | 80 mm |
| 91 | 100 mm |
| 92 | 125 mm |
| 93 | 150 mm |
| 94 | 200 mm |
| 95 | 250 mm |
| 96 | 300 mm |
| 97 | 350 mm |
| 98 | 400 mm |
| 99 | 450 mm |
| 100 | 500 mm |
| 101 | 600 mm |
| 102 | De-jointing and removing of already laidMS pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) |
| 103 | 100 mm |
| 104 | 125 mm |
| 105 | 150 mm |
| 106 | 200 mm |
| 107 | 250 mm |
| 108 | 300 mm |
| 109 | 350 mm |
| 110 | 400 mm |
| 111 | 450 mm |
| 112 | 500 mm |
| 113 | 600 mm |
| 114 | Laying, Jointing, Testing and Commissioningof uPVC/ PVC Pipes (Class- 3/ 4) in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 115 | 90 mm |
| 116 | 110 mm |
| 117 | 125 mm |
| 118 | 140 mm |
| 119 | 160 mm |
| 120 | 180 mm |
| 121 | 200 mm |
| 122 | 225 mm |
| 123 | 250 mm |
| 124 | 280mm |
| 125 | 315 mm |
| 126 | Laying, Jointing, Testing and Commissioningof Ductile Iron (DI) Pipes of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 127 | 80 mm |
| 128 | 100 mm |
| 129 | 125 mm |
| 130 | 150 mm |
| 131 | 200 mm |
| 132 | 250 mm |
| 133 | 300 mm |
| 134 | 350 mm |
| 135 | 400 mm |
| 136 | 450 mm |
| 137 | 500 mm |
| 138 | 600 mm |
| 139 | Laying, Jointing, Testing and Commissioningof AC Pressure Pipes (Class- 10/15/20) of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 140 | 80 mm |
| 141 | 100 mm |
| 142 | 125 mm |
| 143 | 150 mm |
| 144 | 200 mm |
| 145 | 250 mm |
| 146 | 300 mm |
| 147 | 350 mm |
| 148 | 400 mm |
| 149 | 450 mm |
| 150 | 500 mm |
| 151 | 600 mm |
| 152 | Laying, Jointing, Testing and Commissioningof HDPE pipes of any grade in assorted length with specials, valves etc. with jointing material/ fixing of necessary jointing material like mechanical connector i.e. thread/ insert joint/quick release coupler joint compression fitting joint or flanged joint and jointing pipe in proper position and jointing of all specials by butt fusion / electro fusion welding method, including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 153 | 90 mm |
| 154 | 110 mm |
| 155 | 125 mm |
| 156 | 140 mm |
| 157 | 160 mm |
| 158 | 180 mm |
| 159 | 200 mm |
| 160 | 225 mm |
| 161 | Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - Bspecials as per IS : 1538, amended up to date in trenches completeincluding all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. |
| 162 | Plain ended CI specials including tail piece, spigot end and socket end. |
| 163 | Up to 300 mm dia |
| 164 | Above 300 mm and up to 600 mm dia |
| 165 | Double flanged CI pipe fittings. |
| 166 | Up to 300 mm dia |
| 167 | Above 300 mm and up to 600 mm dia |
| 168 | Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. |
| 169 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 170 | Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. |
| 171 | Note: Road cut and restoration is not part of this item and paid separately. |
| 172 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 173 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm)and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. |
| 174 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 175 | P & F Bib cock (IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore. |
| 176 | P & F Bib cock (IS : 8931 mark), superior quality of approved make,chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore. |
| 177 | Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
| 178 | Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 179 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008)PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 180 | 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 and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level 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). |
| 181 | In all type Soil |
| 182 | 80 mm to 110 mm |
| 183 | 125 mm to 165 mm |
| 184 | 200 mm to 300 mm |
| 185 | Providing, lowering, laying and jointing in trenches,standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended up to date)with EPDM Gasket seals on jointsincluding all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying 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.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. |
| 186 | PVC-O pipe Class 500PN-16 |
| 187 | 110 mm dia |
| 188 | 160 mm dia |
| 189 | 200 mm dia |
| 190 | 250 mm dia |
| 191 | 315 mm dia |
| 192 | PVC-O pipe Class 500PN-12.5 |
| 193 | 110 mm dia |
| 194 | 160 mm dia |
| 195 | 200 mm dia |
| 196 | Providing and fixing ISI mark (IS 9763: 2000 or amended up to date) PTMT bib cock 15 mm nominal bore, minimum weight 92 gms and length 100 mm as per technical specification, approved makeand direction of Engineer in charge. |
AI Tender Summary
Tender Timeline
Feb 10, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 25, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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