Tender For Providing Laying And Jointing And Commissioning Of Various Types And Sizes Of Pipeline Under Sub Division Rohat
Tender Value
2 Crore
Estimated cost
Bid Submission
26 Nov 2026
14 days left
EMD
4 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
Pali → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing Laying And Jointing And Commissioning Of Various Types And Sizes Of Pipeline Under Sub Division Rohat
BOQ
| Sl. No. | Item Description |
| 1 | Based on PHED Revised BSR 2023 (Rates are exclusive of GST.) |
| 2 | (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 up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including 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.Rates are exclusive of GST. |
| 3 | (1.1.1)- 80 mm |
| 4 | (1.1.2)- 100 mm |
| 5 | (1.1.3)-150 mm |
| 6 | (1.1.4)-200 mm |
| 7 | (1.1.5)-250 mm |
| 8 | (1.1.6)-300 mm |
| 9 | (1.1.7)-350 mm |
| 10 | (1.1.8)-400 mm |
| 11 | (1.1.9)-450 mm |
| 12 | (1.1.10)-500 mm |
| 13 | (1.3)-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, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). Rates are exclusive of GST. |
| 14 | (1.3.1)-All End Socketed |
| 15 | (1.3.1.1)-Up to 300 mm Diameter |
| 16 | (1.3.1.2)-Above 300mm and up to 600 mm diameter |
| 17 | (1.3.1.3)-Above 600 mm diameter |
| 18 | (1.3.2)- All End Flanged |
| 19 | (1.3.2.1)-Up to 300 mm Diameter |
| 20 | (1.3.2.2)-Above 300mm and up to 600 mm diameter |
| 21 | (1.3.2.3)-Above 600 mm diameter |
| 22 | (1.3.3)-Single Flange/ MJ Collar |
| 23 | (1.3.3.1)-Up to 300 mm Diameter |
| 24 | (1.3.3.2)-Above 300mm and up to 600 mm diameter |
| 25 | (1.3.3.3)-Above 600 mm diameter |
| 26 | (1.3.4)-Double Flange Pipe (up to 1 mtr. length) |
| 27 | (1.3.4.1)-Up to 300 mm Diameter |
| 28 | (1.3.4.2)-Above 300mm and up to 600 mm diameter |
| 29 | (1.3.4.3)-Above 600 mm diameter |
| 30 | ()-HDPE PIPES |
| 31 | (1.4)-Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 electro fusion welding method , including 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.Rates are exclusive of GST. |
| 32 | (1.4.1)-HDPE PE-80 PN-6 |
| 33 | (1.4.1.2)-75 mm dia |
| 34 | (1.4.1.3)-90 mm dia |
| 35 | (1.4.1.4)-110 mm dia |
| 36 | (1.4.3)-HDPE PE-80 PN-10 |
| 37 | (1.4.3.1)-90 mm dia |
| 38 | (1.4.3.2)-110 mm dia |
| 39 | (1.4.4)-HDPE PE-100 PN-10 |
| 40 | (1.4.4.1)-90 mm dia |
| 41 | (1.4.4.2)-110 mm dia |
| 42 | (1.5)-Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 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.Rates are exclusive of GST. |
| 43 | (1.5.1)-HDPE PE-80 PN-6 |
| 44 | (1.5.1.1)-125 mm dia |
| 45 | (1.5.1.2)-140 mm dia |
| 46 | (1.5.1.3)-160 mm dia |
| 47 | (1.5.1.4)-180 mm dia |
| 48 | (1.5.1.5)-200 mm dia |
| 49 | (1.5.1.6)-225 mm dia |
| 50 | (1.5.3)-HDPE PE-80 PN-10 |
| 51 | (1.5.3.1)-125 mm dia |
| 52 | (1.5.3.2)-140 mm dia |
| 53 | (1.5.3.3)-160 mm dia |
| 54 | (1.5.3.4)-180 mm dia |
| 55 | (1.5.3.5)-200 mm dia |
| 56 | (1.5.3.6)-225 mm dia |
| 57 | (1.5.4)-HDPE PE-100 PN-10 |
| 58 | (1.5.4.1)-125 mm dia |
| 59 | (1.5.4.2)-140 mm dia |
| 60 | (1.5.4.3)-160 mm dia |
| 61 | (1.5.4.4)-180 mm dia |
| 62 | (1.5.4.5)-200 mm dia |
| 63 | (1.5.4.6)-225 mm dia |
| 64 | MS Pipes |
| 65 | 1.6-Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter,including transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). 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.Rates are exclusive of GST. |
| 66 | 1.6.1-Outer dia of pipe 219.1 mm and thickness |
| 67 | 1.6.7-Outer dia of pipe 508 mm and thickness |
| 68 | 1.6.7.3-6.3 mm |
| 69 | ()-MS Specials |
| 70 | (1.15)-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 material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.Rates are exclusive of GST. |
| 71 | (1.15.1)-MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 72 | (1.15.2)-MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 73 | ()-Laying Jointing and Removing of pipe line |
| 74 | (1.17)-De-jointing and removing of already laid CI/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)Rates are exclusive of GST. |
| 75 | (1.17.1)-80 mm |
| 76 | (1.17.2)-100 mm |
| 77 | (1.17.3)-125 mm |
| 78 | (1.17.4)-150 mm |
| 79 | (1.17.5)-200 mm |
| 80 | (1.17.6)-250 mm |
| 81 | (1.17.7)-300 mm |
| 82 | (1.17.8)-350 mm |
| 83 | (1.17.9)-400 mm |
| 84 | (1.17.10)-450 mm |
| 85 | (1.17.11)-500 mm |
| 86 | (1.18)-De-jointing and removing of already laid MS 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)Rates are exclusive of GST. |
| 87 | (1.18.1)-100 mm |
| 88 | (1.18.2)-125 mm |
| 89 | (1.18.3)-150 mm |
| 90 | (1.18.4)-200 mm |
| 91 | (1.18.5)-250 mm |
| 92 | (1.18.6)-300 mm |
| 93 | (1.18.7)-350 mm |
| 94 | (1.18.8)-400 mm |
| 95 | (1.18.9)-450 mm |
| 96 | (1.18.10)-500 mm |
| 97 | (1.2)-Laying, Jointing, Testing and Commissioning of 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)Rates are exclusive of GST. |
| 98 | (1.20.1)-80 mm |
| 99 | (1.20.2)-100 mm |
| 100 | (1.20.3)-125 mm |
| 101 | (1.20.4)-150 mm |
| 102 | (1.20.5)-200 mm |
| 103 | (1.20.6)-250 mm |
| 104 | (1.20.7)-300 mm |
| 105 | (1.20.8)-350 mm |
| 106 | (1.20.9)-400 mm |
| 107 | (1.20.10)-450 mm |
| 108 | (1.20.11)- 500 mm |
| 109 | (1.22)-Laying, Jointing, Testing and Commissioning of 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) Rates are exclusive of GST. |
| 110 | (1.22.1)-90 mm |
| 111 | (1.22.2)-110 mm |
| 112 | (1.22.3)-125 mm |
| 113 | (1.22.4)-140 mm |
| 114 | (1.22.5)-160 mm |
| 115 | (1.22.6)-180 mm |
| 116 | (1.22.7)-200 mm |
| 117 | (1.22.8)-225 mm |
| 118 | ()-CI Specials |
| 119 | (1.24)-Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including 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.Rates are exclusive of GST. |
| 120 | (1.24.1)-Plain ended CI specials including tail piece, spigot end and socket end. |
| 121 | (1.24.1.1)-Up to 300 mm dia |
| 122 | (1.24.1.2)-Above 300 mm and up to 600 mm dia |
| 123 | (1.24.2)-Double flanged CI pipe fittings. |
| 124 | (1.24.2.1)-Up to 300 mm dia |
| 125 | (1.24.2.2)-Above 300 mm and up to 600 mm dia |
| 126 | ()-House hold tap connections |
| 127 | (1.25)-Providing Household Tap Connection as 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 with specification 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 PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 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.Rate is exclusive of GST. |
| 128 | (1.25.1)-For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 129 | (1.26)-Providing Household Tap Connection as per technical specification and approved 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 with specification 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 PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 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.Rate is exclusive of GST. |
| 130 | (1.26.1)-For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 131 | (1.27)-Providing Household Tap Connection as per technical specification and approved 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 with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 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. |
| 132 | ()-Note: Road cut and restoration is not part of this item and paid separately.Rate is exclusive of GST. |
| 133 | (1.27.1)-For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 134 | (1.28)-P & F Bib cock (IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore.Rate is exclusive of GST. |
| 135 | (1.29)-P & F Bib cock (IS : 8931 mark), superior quality of approved make, chrome plated with complete brass body including brass handle with wt. 300 to 325 gm.15 mm nominal bore.Rate is exclusive of GST. |
| 136 | (1.3)-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 done by 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.Rate is exclusive of GST. |
| 137 | (1.31)-Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.Rate is exclusive of GST. |
| 138 | (1.32)-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.Rate is exclusive of GST. |
| 139 | ()-PVC-O Pipe |
| 140 | (1.33)-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 joints including 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.Rates are exclusive of GST. |
| 141 | (1.33.1)-PVC-O pipe Class 500 PN-16 |
| 142 | (1.33.1.1)-110 mm dia |
| 143 | (1.33.1.2)-160 mm dia |
| 144 | (1.33.1.3)-200 mm dia |
| 145 | (1.33.1.4)-250 mm dia |
| 146 | (1.33.1.5)-315 mm dia |
| 147 | (1.33.2)-PVC-O pipe Class 500 PN-12.5 |
| 148 | (1.33.2.1)-110 mm dia |
| 149 | (1.33.2.2)-160 mm dia |
| 150 | (1.33.2.3)-200 mm dia |
| 151 | (1.34)-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 make and direction of Engineer in charge.Rate is exclusive of GST. |
| 152 | ()-Earth work, Road cutting, restoration & trenchless layingNote : All rates are exclusive of GST. |
| 153 | (4.1)-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 soilRate is exclusive of GST. |
| 154 | (4.2)-Add extra for trenches for every additional lift over item no 4.1 Rates are exclusive of GST. |
| 155 | (4.2.1)-Above 1.5 mtr and up to 3.0 mtr. |
| 156 | (4.2.2)-Above 3.0 mtr and up to 4.5 mtr. |
| 157 | (4.3)-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 .: Rates are exclusive of GST. |
| 158 | (4.3.1)-Ordinary rock |
| 159 | (4.3.2)-Hard rock (requiring blasting) |
| 160 | (4.3.3)-Hard rock(blasting prohibited) |
| 161 | (4.4)-Add extra for trenches for every additional lift over item no 4.3Rates are exclusive of GST. |
| 162 | (4.4.1)-Above 1.5 mtr and up to 3.0 mtr. |
| 163 | (4.4.2)-Above 3.0 mtr and up to 4.5 mtr. |
| 164 | (4.5)-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 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.Rate is exclusive of GST. |
| 165 | (4.6)-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 be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.Rates are exclusive of GST. |
| 166 | (4.6.1)-Bituminous courses |
| 167 | (4.6.2)-Granular courses |
| 168 | (4.7)-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 made as 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.Rate is exclusive of GST. |
| 169 | (4.8)-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 be made for trench width more than specified, complete work as per technical specification and scope of work.Rates are exclusive of GST. |
| 170 | (4.8.1)-M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 171 | (4.8.2)-Plain cement concrete pavement of M-30 Grade |
| 172 | (4.9)-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 of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical 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) 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%. Rates are exclusive of GST. |
| 173 | (4.9.3)- 100 mm thick |
| 174 | (4.1)-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 coil including 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.Rate is exclusive of GST. |
| 175 | (4.11)- 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 by authority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. Rates are exclusive of GST. |
| 176 | (4.11.1)-300 mm Dia 8 mm thick casing pipe. |
| 177 | (4.11.2)-400 mm Dia 8 mm thick casing pipe . |
| 178 | (4.11.3)-500 mm Dia 8 mm thick casing pipe . |
| 179 | ( Valves and AppurtenancesNote : All rates are exclusive of GST.)- |
| 180 | (6.1)-Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight 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/ FG200 Stem - 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 steel Insertion 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 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 181 | (6.1.1)-Manually Operated CI Sluice valve of Class PN-1.0 |
| 182 | (6.1.1.1)-80 mm HW |
| 183 | (6.1.1.2)-100 mm HW |
| 184 | (6.1.1.3)-125 mm HW |
| 185 | (6.1.1.4)-150 mm HW |
| 186 | (6.1.1.5)-200 mm HW |
| 187 | (6.1.1.6)-250 mm HW |
| 188 | (6.1.1.7)-300 mm HW |
| 189 | (6.1.1.8)-350 mm with Gear |
| 190 | (6.1.1.9)-400 mm with Gear |
| 191 | (6.1.1.10)-450 mm with Gear |
| 192 | (6.1.1.11)-500 mm with Gear |
| 193 | (6.3)-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. 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 SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion 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. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 194 | (6.3.1)-Class PN 1.0 |
| 195 | (6.3.1.1)-80 mm dia |
| 196 | (6.3.1.2)-100 mm dia |
| 197 | (6.3.1.3)-125 mm dia |
| 198 | (6.3.1.4)-150 mm dia |
| 199 | (6.3.1.5)-200 mm dia |
| 200 | (6.3.1.6)-250 mm dia |
| 201 | (6.3.1.7)-300 mm dia |
| 202 | (6.3.1.8)-350 mm dia |
| 203 | (6.3.1.9)-400 mm dia |
| 204 | (6.3.1.10)-450 mm dia |
| 205 | (6.3.1.11)-500 mm dia |
| 206 | (6.4)-Providing, lowering, aligning, fixing in position in pipe line, CI double flanged Dual plate check valve 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 of IS: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 & cover inside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \\"O \\"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion 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. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 207 | (6.4.1)-Class PN 1.0 |
| 208 | (6.4.1.1)-80 mm dia |
| 209 | (6.4.1.2)-100 mm dia |
| 210 | (6.4.1.3)-125 mm dia |
| 211 | (6.4.1.4)-150 mm dia |
| 212 | (6.4.1.5)-200 mm dia |
| 213 | (6.4.1.6)-250 mm dia |
| 214 | (6.4.1.7)-300 mm dia |
| 215 | (6.4.1.8)-350 mm dia |
| 216 | (6.4.1.9)-400 mm dia |
| 217 | (6.4.1.10)-450 mm dia |
| 218 | (6.4.1.11)-500 mm dia |
| 219 | (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 up 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 or Screwed type shall have external pipe threads conforming to IS 554 Fasteners - 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 1 : Rates are exclusive of connecting tee, pipe piece and earth work.Note 2 : Rates are exclusive of GST. |
| 220 | (6.5.1)-Class PN 1.0 |
| 221 | (6.5.1.1)-15 mm S-1 Type |
| 222 | (6.5.1.2)-25 mm S-1 Type |
| 223 | (6.5.1.3)-40 mm S-1 Type |
| 224 | (6.5.1.4)-50 mm S-2 Type |
| 225 | (6.6)-Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up 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.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - 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 1 : Rates are exclusive of connecting tee, pipe piece and earth work.Note 2 : Rates are exclusive of GST. |
| 226 | (6.6.1)-Class PN 1.0 |
| 227 | (6.6.1.1)-40 mm |
| 228 | (6.6.1.2)-50 mm |
| 229 | (6.8)-Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion 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. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 230 | (6.8.1)-Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 231 | (6.8.1.1)-80 mm dia |
| 232 | (6.8.1.2)-100 mm dia |
| 233 | (6.8.1.3)-125 mm dia |
| 234 | (6.8.1.4)-150 mm dia |
| 235 | (6.8.1.5)-200 mm dia |
| 236 | (6.8.1.6)-250 mm dia |
| 237 | (6.8.1.7)-300 mm dia |
| 238 | (6.8.1.8)-350 mm dia |
| 239 | (6.8.1.9)-400 mm dia |
| 240 | (6.8.1.10)-450 mm dia |
| 241 | (6.8.1.11)-500 mm dia |
| 242 | (6.11)-Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \\"O \\"ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insertion 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. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 243 | (6.11.1)-Class PN 1.6 |
| 244 | (6.11.1.1)-80 mm dia |
| 245 | (6.11.1.2)-100 mm dia |
| 246 | (6.11.1.3)-125 mm dia |
| 247 | (6.11.1.4)-150 mm dia |
| 248 | (6.11.1.5)-200 mm dia |
| 249 | (6.11.1.6)-250 mm dia |
| 250 | (6.11.1.7)-300 mm dia |
| 251 | (6.11.1.8)-350 mm dia |
| 252 | (6.11.1.9)-400 mm dia |
| 253 | (6.11.1.10)-450 mm dia |
| 254 | (6.11.1.11)-500 mm dia |
| 255 | (6.12)-Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \\"O \\"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insertion 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. Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 256 | (6.12.1)-Class PN 1.6 |
| 257 | (6.12.1.1)-80 mm dia |
| 258 | (6.12.1.2)-100 mm dia |
| 259 | (6.12.1.3)-125 mm dia |
| 260 | (6.12.1.4)-150 mm dia |
| 261 | (6.12.1.5)-200 mm dia |
| 262 | (6.12.1.6)-250 mm dia |
| 263 | (6.12.1.7)-300 mm dia |
| 264 | (6.12.1.8)-350 mm dia |
| 265 | (6.12.1.9)-400 mm dia |
| 266 | (6.12.1.10)-450 mm dia |
| 267 | (6.12.1.11)-500 mm dia |
| 268 | (6.15)-Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body- Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030, Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021 Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note 1 : Rates are exclusive of tail piece/ dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 269 | (6.15.1)- Plunger Type Flow Control Valve |
| 270 | (6.15.1.1)-80 mm dia |
| 271 | (6.15.1.2)-100mm dia |
| 272 | (6.15.1.3)-125 mm dia |
| 273 | (6.15.1.4)-150mm dia |
| 274 | (6.15.1.5)-200mm dia |
| 275 | (6.15.1.6)-250mm dia |
| 276 | (6.15.1.7)-300mm dia |
| 277 | (6.15.1.8)-350mm dia |
| 278 | (6.15.1.9)-400mm dia |
| 279 | (6.15.1.10)-450mm dia |
| 280 | (6.15.1.11)-500mm dia |
| 281 | (Dismantling/ Expansion Joints)- |
| 282 | (6.17)-Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 Rates are exclusive of GST. |
| 283 | (6.17.1)-80 mm dia |
| 284 | (6.17.2)-100 mm dia. |
| 285 | (6.17.3)-125 mm dia. |
| 286 | (6.17.4)-150 mm dia. |
| 287 | (6.17.5)-200 mm dia. |
| 288 | (6.17.6)-250 mm dia. |
| 289 | (6.17.7)-300 mm dia. |
| 290 | (6.17.8)-350 mm dia. |
| 291 | (6.17.9)-400 mm dia. |
| 292 | (6.17.10)-450 mm dia. |
| 293 | (6.17.11)-500 mm dia. |
| 294 | (6.18)-Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Rates are exclusive of GST. |
| 295 | (6.18.1)-80 mm dia |
| 296 | (6.18.2)-100 mm dia. |
| 297 | (6.18.3)-125 mm dia. |
| 298 | (6.18.4)-150 mm dia. |
| 299 | (6.18.5)-200 mm dia. |
| 300 | (6.18.6)-250 mm dia. |
| 301 | (6.18.7)-300 mm dia. |
| 302 | (6.18.8)-350 mm dia. |
| 303 | (6.18.9)-400 mm dia. |
| 304 | (6.18.10)-450 mm dia. |
| 305 | (6.18.11)-500 mm dia. |
| 306 | (6.2)-Removing of existing CI/ DI Double flange sluice valves, non return valves, butter fly valves etc. in existing Distribution/ Rising Main/ Transmission Main pipe line of following sizes, works include de-jointing of valve, dewatering, taking it out of the pit with adequate safety arrangement at site and then refill the pit from excavated sand by ramming it at sides of pipe & up to ground level. Work shall be done as per specification, scope of work and direction of Engineer-in-charge. All old material shall be removed safely & all old material shall be deposited in Divisional Store.Note: Rates are exclusive of earth work and road cutting.Rates are exclusive of GST. |
| 307 | (6.20.1)-80 mm |
| 308 | (6.20.2)-100 mm |
| 309 | (6.20.3)-125 mm |
| 310 | (6.20.4)-150 mm |
| 311 | (6.20.5)-200 mm |
| 312 | (6.20.6)-250 mm |
| 313 | (6.20.7)-300 mm |
| 314 | (6.20.8)-350 mm |
| 315 | (6.20.9)-400 mm |
| 316 | (6.20.10)-450 mm |
| 317 | (6.20.11)-500 mm |
| 318 | (Construction of Valve ChamberNote : All rates are exclusive of GST.)- |
| 319 | (9.1)-Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as 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 per specifications and standard drawings and as per direction of Engineer-in-Charge.Rates are exclusive of GST. |
| 320 | (9.1.1.)-For Class-AA loading |
| 321 | (9.1.1.1)-Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-up to 100 mm |
| 322 | (9.1.1.2)-Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm |
| 323 | (9.1.1.3)-Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm |
| 324 | (9.1.1.4)-Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm |
| 325 | (9.2)-Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as 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 per specifications and standard drawings and as per direction of Engineer-in-Charge.Rates are exclusive of GST. |
| 326 | (9.2.2)-For Class-A loading |
| 327 | (9.2.2.1)-Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm |
| 328 | (9.2.2.2)-Air valve chamber of size1m x1.1m x1.96mfor air valve size of 100mm |
| 329 | (9.2.3)-For in-campus Valve Chambers |
| 330 | (9.2.3.1)-Air valve chamber of size0.9m x1m x1.66mfor air valve size-from 50 mm-to-80mm |
| 331 | (9.2.3.2)-Air valve chamber of size1m x1.1m x1.91mfor air valve size of 100mm |
| 332 | (9.4)-Construction of RCC Scour valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15 as 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 per specifications and standard drawings and as per direction of Engineer-in-Charge.Rates are exclusive of GST. |
| 333 | (9.4.1)-For Class-AA loading |
| 334 | (9.4.1.1)-Scour valve chamber of size1.13m x0.85m x1.985m for connecting pipe size-upto100mm |
| 335 | (9.4.1.2)-Scour valve chamber of size1.175m x0.95m x2.285m for connecting pipe size- more than 100 mm & up to 150mm |
| 336 | (9.4.1.3)-Scour valve chamber of size1.2m x1.08m x2.485m for connecting pipe size- more than 150 mm & up to 200mm |
| 337 | (9.5)-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.Rates are exclusive of GST. |
| 338 | (9.5.1)-Air valve pillar for air valves size of 80mm dia |
| 339 | (9.5.2)-Air valve pillar for air valves size of 100mm dia |
| 340 | (11.1)-SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge. Note 1 : Rates are exclusive of tail piece / dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 341 | (11.1.1)-EFM 50 mm |
| 342 | (11.1.2)-EFM 80 mm |
| 343 | (11.1.3)-EFM100 mm |
| 344 | (11.1.4)-EFM 125 mm |
| 345 | (11.1.5)-EFM 150 mm |
| 346 | (11.1.6)-EFM 200 mm |
| 347 | (11.1.7)-EFM 250 mm |
| 348 | (11.3)-SITC of Bulk Flow Meter with removable mechanism class \\"B\\" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note 1 : Rates are exclusive of tail piece / dismantling joints and earth work.Note 2 : Rates are exclusive of GST. |
| 349 | (11.3.1)-BFM 80 mm |
| 350 | (11.3.2)-BFM100 mm |
| 351 | (11.3.3)-BFM 125 mm |
| 352 | (11.3.4)-BFM 150 mm |
| 353 | (11.3.5)-BFM 200 mm |
| 354 | (11.3.6)-BFM 250 mm |
| 355 | PWD BSR 2026 (Excluding GST) effetive. From 08.07.26 |
| 356 | (3.1)-Providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excluding thecost of centering and shuttering - All work up to plinth level. |
| 357 | (3.1.1)-M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate20mm nominal size). |
| 358 | (3.1.2)-M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate40mm nominal size). |
| 359 | (3.1.4)-M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate20mm nominal size). |
| 360 | (4.1)-Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 361 | (4.2)-Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 362 | (4.9)-Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 363 | (4.10)-Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 364 | (4.10.3)-Columns, pillars, posts and struts etc. |
| 365 | (4.10.8)-Add extra for shuttering in circular work (in respective centering and shuttering items) |
| 366 | (4.13)-Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. |
| 367 | (4.13.1)-Cold twisted deformed bars (IS : 1786). |
| 368 | (4.13.2)-Hot rolled deformed bars (IS : 1139). |
| 369 | (4.13.3)-Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 370 | (2.2) P & F G.I. Pipes (External Work) with G.I. fittingsexcluding union (IS : 1239 Mark) including trenching &refilling earth etc. |
| 371 | (2.2.1) 15mm dia nominal bore |
| 372 | (2.2.2) 20mm dia nominal bore |
| 373 | (2.2.3) 25mm dia nominal bore |
| 374 | (2.2.4) 32mm dia nominal bore |
| 375 | (2.2.5) 50mm dia nominal bore |
| 376 | (2.2.7) 65mm dia nominal bore |
| 377 | (2.2.8) 80mm dia nominal bore |
| 378 | (2.2.9) 100mm dia nominal bore |
| 379 | (2.2.10) 125mm dia nominal bore |
| 380 | (2.3) Making connection of G.I. distribution branch with G.I.main including all fitting. |
| 381 | (2.3.1) Upto 25mm dia |
| 382 | (2.3.1) Beyond 25mm & upto 100mm dia |
| 383 | (2.4) Fixing water meter (IS: 779 mark) and stop cock in G.I.pipe line including making chamber of approved sizeexcluding cost of water meter & stop cock. |
| 384 | (2.5) P & F water meter (IS : 779 mark) of approved make. |
| 385 | (2.5.1) 15mm |
| 386 | (2.5.1) 20mm |
| 387 | (2.5.1) 25mm |
| 388 | (1.31) Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 389 | (1.33) Falling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 390 | (1.33.1) Beyond 30 cm girth upto including 60 cm girth |
| 391 | (1.33.2)Beyond 60 cm girth upto including 120 cm girth |
| 392 | ()-RUIDP BSR 2023 (Including GST) |
| 393 | (17.28) Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN 6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. |
| 394 | (17.28.3) 250 mm Nominal dia |
| 395 | (17.28.4) 315 mm Nominal dia |
| 396 | (17.28.5)355 mm Nominal dia |
| 397 | (17.28.6) 400 mm Nominal dia |
| 398 | (17.28.7) 450 mm Nominal Dia |
| 399 | (19.7)-Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE pipe accessories/ fittings of PE-100 grade & PN-6 for potable water as per IS 8360/ IS 8008 for fabricated/ moulded (amended upto date) within pipe line in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer |
| 400 | (43647)-Equal Tee |
| 401 | (19.7.1.1)-75 mm dia |
| 402 | (19.7.1.2)-90 mm dia |
| 403 | (19.7.1.3)-110 mm dia |
| 404 | (19.7.1.4)-125 mm dia |
| 405 | (19.7.1.5)-140 mm dia |
| 406 | (19.7.1.6)-160 mm dia |
| 407 | (19.7.1.7)-180 mm dia |
| 408 | (19.7.1.8)-200 mm dia |
| 409 | (19.7.1.9)-225 mm dia |
| 410 | (19.7.1.10)-250 mm dia |
| 411 | (19.7.1.11)-280 mm dia |
| 412 | (19.7.1.12)-315 mm dia |
| 413 | (19.7.1.13)-355 mm dia |
| 414 | (19.7.1.14)-400 mm dia |
| 415 | (19.7.1.15)-450 mm dia |
| 416 | (43648)-90 degree bend |
| 417 | (19.7.2.1)-75 mm dia |
| 418 | (19.7.2.2)-90 mm dia |
| 419 | (19.7.2.3)-110 mm dia |
| 420 | (19.7.2.4)-125 mm dia |
| 421 | (19.7.2.5)-140 mm dia |
| 422 | (19.7.2.6)-160 mm dia |
| 423 | (19.7.2.7)-180 mm dia |
| 424 | (19.7.2.8)-200 mm dia |
| 425 | (19.7.2.9)-225 mm dia |
| 426 | (19.7.2.10)-250 mm dia |
| 427 | (19.7.2.11)-280 mm dia |
| 428 | (19.7.2.12)-315 mm dia |
| 429 | (19.7.2.13)-355 mm dia |
| 430 | (19.7.2.14)-400 mm dia |
| 431 | (19.7.2.15)-450 mm dia |
| 432 | (43649)-End Cap |
| 433 | (19.7.3.1)-75 mm dia |
| 434 | (19.7.3.2)-90 mm dia |
| 435 | (19.7.3.3)-110 mm dia |
| 436 | (19.7.3.4)-125 mm dia |
| 437 | (19.7.3.5)-140 mm dia |
| 438 | (19.7.3.6)-160 mm dia |
| 439 | (19.7.3.7)-180 mm dia |
| 440 | (19.7.3.8)-200 mm dia |
| 441 | (19.7.3.9)-225 mm dia |
| 442 | (19.7.3.10)-250 mm dia |
| 443 | (19.7.3.11)-280 mm dia |
| 444 | (19.7.3.12)-315 mm dia |
| 445 | (19.7.3.13)-355 mm dia |
| 446 | (19.7.3.14)-400 mm dia |
| 447 | (19.7.3.15)-450 mm dia |
| 448 | (19.57)-Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 449 | (19.57.1)-80mm dia |
| 450 | (19.57.2)-100mm dia |
| 451 | (19.57.3)-125mm dia |
| 452 | (19.57.4)-150mm dia |
| 453 | (19.57.5)-200mm dia |
| 454 | (19.57.6)-250mm dia |
| 455 | (19.57.7)-300mm dia |
| 456 | (19.57.8)-350mm dia |
| 457 | (19.57.9)-400mm dia |
| 458 | (19.57.10)-450mm dia |
| 459 | (19.58)-Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-15 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. |
| 460 | (19.58.1)-80mm dia |
| 461 | (19.58.2)-100mm dia |
| 462 | (19.58.3)-125mm dia |
| 463 | (19.58.4)-150mm dia |
| 464 | (19.58.5)-200mm dia |
| 465 | (19.58.6)-250mm dia |
| 466 | (19.58.7)-300mm dia |
| 467 | (19.58.8)-350mm dia |
| 468 | (19.58.9)-400mm dia |
| 469 | (19.58.10)-450mm dia |
| 470 | (19.87)-Labour Charges for making connection with proposed pipe line to existing pipe line of AC/ DI/ CI including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) |
| 471 | (19.87.1)-80-200 mm dia |
| 472 | (19.87.2)-250-500 mm dia |
| 473 | (19.88)-Labour Charges for making connection with proposed pipe line to existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) |
| 474 | (19.88.1)-80-200 mm dia |
| 475 | (19.88.2)-250-500 mm dia |
| 476 | (19.89)-Labour Charges for leakage repair in existing pipe line of AC/ DI/ CI including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) |
| 477 | (19.89.1)-80-200 mm dia |
| 478 | (19.89.2)-250-500 mm dia |
| 479 | (19.90)-Labour Charges for leakage repair in existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately) |
| 480 | (19.90.1)-80-200 mm dia |
| 481 | (19.90.2)-250-500 mm dia |
| 482 | ()-PHED Region -I BSR 2020 (Including GST) |
| 483 | (5.3) Cutting of GI/MS/CI Pipes of any class as below (Rate per Mouth- One cutting only making two pieces). The Pipes will be supplied by the Department. |
| 484 | (5.3.5) 80 mm |
| 485 | (5.3.6) 100 mm |
| 486 | (5.3.7) 125mm |
| 487 | (5.3.8) 150mm |
| 488 | (5.3.9) 200mm |
| 489 | (5.3.10) 250mm |
| 490 | ()-Welding on M.S. / G.I./CI Pipes and other material by Electric Welding, this includes all the material like welding rods/ equipment like welding machine/ generater, if required for job. |
| 491 | ()-At Workshop |
| 492 | ()-On Site Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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