Tender For Water Supply Scheme For Augmentation & Rehabilitation Of Uwss Bharatpur, Distt. Bharatpur Including 5 Year O&M After 1 Year Defect Liability Period Under Amrut 2.0
Tender Value
81.14 Crore
Estimated cost
Bid Submission
13 Aug 2026
30 days left
EMD
1.62 Crore
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Water Supply Scheme For Augmentation & Rehabilitation Of Uwss Bharatpur, Distt. Bharatpur Including 5 Year O&M After 1 Year Defect Liability Period Under Amrut 2.0
BOQ
| Sl. No. | Item Description |
| 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 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. |
| 2 | 100 mm |
| 3 | 150 mm |
| 4 | 200 mm |
| 5 | 250 mm |
| 6 | 300 mm |
| 7 | 350 mm |
| 8 | 400 mm |
| 9 | 500 mm |
| 10 | 600 mm |
| 11 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. |
| 12 | MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 13 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 14 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). |
| 15 | All End Flanged |
| 16 | Up to 300 mm Diameter |
| 17 | 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 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. |
| 18 | HDPE PE-100 PN-6 |
| 19 | 90 mm dia |
| 20 | 110 mm dia |
| 21 | 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 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. |
| 22 | HDPE PE-100 PN-6 |
| 23 | 125 mm dia |
| 24 | 140 mm dia |
| 25 | 160 mm dia |
| 26 | 180 mm dia |
| 27 | 200 mm dia |
| 28 | 225 mm dia |
| 29 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 30 | a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e) Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. |
| 31 | i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 32 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M |
| 33 | 250KL capacity at (Fish Market) |
| 34 | 300KL capacity (Gaurav Beti and Water work Zone) |
| 35 | 500KL capacity (ESR -3, ESR-4, ESR-5 & ESR-9) |
| 36 | 600 KL capacity (ESR-10) |
| 37 | 900 KL capacity (ESR -11) |
| 38 | 1250 KL capacity (ESR-1) |
| 39 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 40 | 100 mm |
| 41 | 150 mm |
| 42 | 200 mm |
| 43 | 250 mm |
| 44 | 300 mm |
| 45 | 350 mm |
| 46 | 400 mm |
| 47 | 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 |
| 48 | 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 .: |
| 49 | Ordinary rock |
| 50 | 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. |
| 51 | 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. |
| 52 | Bituminous courses |
| 53 | Granular courses |
| 54 | 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. |
| 55 | 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. |
| 56 | Plain cement concrete pavement of M-30 Grade |
| 57 | 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%. |
| 58 | 100 mm thick |
| 59 | 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. |
| 60 | 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. |
| 61 | 600 mm Dia 10 mm thick casing pipe . |
| 62 | 700 mm Dia 10 mm thick casing pipe . |
| 63 | Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 64 | 0.75 KW (1.0 HP) |
| 65 | Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 66 | Discharge 161 to 180 LPS and head 41 to 50 M |
| 67 | Discharge 91 to 100 LPS and head 31 to 40 M |
| 68 | Discharge 181 to 200 LPS and head 41 to 50 M |
| 69 | Discharge 101 to 120 LPS and head 41 to 50 M |
| 70 | Discharge 61 to 70 LPS and head 31 to 40 M |
| 71 | Discharge 41 t0 50 LPS and head 31 to 40 M |
| 72 | Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 73 | Discharge 221 to 240 LPS and head 41 to 50 M |
| 74 | 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: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 75 | Class PN 1.0 |
| 76 | 50 mm |
| 77 | 80 mm |
| 78 | 100 mm |
| 79 | 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: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 80 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 81 | 100 mm dia |
| 82 | 150 mm dia |
| 83 | 200 mm dia |
| 84 | 250 mm dia |
| 85 | 300 mm dia |
| 86 | 350 mm dia |
| 87 | 400 mm dia |
| 88 | 450 mm dia |
| 89 | 500 mm dia |
| 90 | 600 mm dia. |
| 91 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0 |
| 92 | 300 mm dia |
| 93 | 350 mm dia |
| 94 | 400 mm dia |
| 95 | 600 mm dia. |
| 96 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 97 | 400 mm dia |
| 98 | 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: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 99 | Class PN 1.6 |
| 100 | 150 mm dia |
| 101 | 200 mm dia |
| 102 | 300 mm dia |
| 103 | 350 mm dia |
| 104 | 400 mm dia |
| 105 | 500 mm dia |
| 106 | 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 |
| 107 | 100 mm dia. |
| 108 | 150 mm dia. |
| 109 | 200 mm dia. |
| 110 | 250 mm dia. |
| 111 | 300 mm dia. |
| 112 | 350 mm dia. |
| 113 | 400 mm dia. |
| 114 | 500 mm dia. |
| 115 | 600 mm dia. |
| 116 | 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. |
| 117 | 150 mm dia. |
| 118 | 200 mm dia. |
| 119 | 250 mm dia. |
| 120 | 300 mm dia. |
| 121 | 350 mm dia. |
| 122 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. |
| 123 | 300 mm dia. |
| 124 | 350 mm dia. |
| 125 | 400 mm dia. |
| 126 | 600 mm dia. |
| 127 | Construction of boundary wall of Brick/ stone masonry as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonry in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonry in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonry and cement mortar plaster 20 mm thick on brick masonry in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done. |
| 128 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 129 | Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoor and outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx. |
| 130 | Type II ( 111.34 Sqm) |
| 131 | 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. |
| 132 | For Class-A loading |
| 133 | Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm |
| 134 | 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. |
| 135 | For Class-A loading |
| 136 | Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm |
| 137 | Sluice valve chamber of size1.26m x1.185m x1.82mfor pipe size-from 200-to-300mm |
| 138 | Sluice valve chamber of size1.39m x1.43m x2.185mfor pipe size-from 350-to-450mm |
| 139 | Sluice valve chamber of size1.61m x1.75m x2.795mfor pipe size-from 500-to-700mm |
| 140 | For in-campus Valve Chambers |
| 141 | Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm |
| 142 | Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm |
| 143 | Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm |
| 144 | Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm |
| 145 | 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: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 146 | EFM 150 mm |
| 147 | EFM 200 mm |
| 148 | EFM 300 mm |
| 149 | EFM 400 mm |
| 150 | EFM 600 mm |
| 151 | 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: Rates are exclusive of tail piece / dismantling joints and earth work. |
| 152 | BFM 150 mm |
| 153 | BFM 200 mm |
| 154 | BFM 250 mm |
| 155 | BFM 300 mm |
| 156 | BFM 400 mm |
| 157 | Design, construction, testing and commissioning of Rapid Gravity Filter Treatment Plant including all relevant civil, electrical , mechanical ,instrumentation, automization and SCADA works, chemical building and stores along with ancillary civil works as defined in scope of work, technical specification and provisions of CPHEEO manuals for the following capacity . |
| 158 | Cost of 500 KLH |
| 159 | Granular Sub-base with Well Graded Material (Table 400-1) |
| 160 | By Mix in Place Method |
| 161 | Construction of granular sub-base by providing well graded material,spreading in uniform layers with Tractor Mount Grade ronprepared surface,mixing by mixinplace method with rotavatoratOMC,and compacting with smooth wheel roller toachievethedesired density,complete as per MoRTH Specification Clause 401. |
| 162 | For Grading II Material |
| 163 | Water Bound Macadam with Crushable Screenings |
| 164 | WBM Grading 1 |
| 165 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per MoRTH Specification Clause 404. |
| 166 | Using Crusher Broken Aggregate |
| 167 | By Mechanical Means |
| 168 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as perTable 500-7 premixed with bituminous binder transported to site with all leads laid over a previously prepared surface withpaver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. |
| 169 | Bitumen (VG-30) |
| 170 | SEAL COAT Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 by manual means, Case - I : Type A |
| 171 | Bitumen (VG-30) |
| 172 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement. |
| 173 | 100mm thick |
| 174 | Providing and fixing precast cement concrete M-20 grade (Using mechanical Concrete Mixer) kerb stone top and bottom width 115 and 165 mm respectively, 250 mm high on 150 mm thick PCC M-10 grade foundation as per design, including fixing at site as per clause 408 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 175 | Providing, lowering, laying, aligning, fixing in position in pipe line Zero Velocity Valves of 600 mm dia as per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc, complete in all respect. |
| 176 | Clearing Grass and Removal of Rubbish (Maximum 150mm) bymanual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. |
| 177 | Protective clothing such as PVC overall gloves, rubber boots |
| 178 | Supply, installation, testing and commissioning of Monitoring software video surveillance all channels real-time live monitoring simultaneously The VMS shall support client applications including System client, Web client, Video wall management client and mobile client, The VMS shall support login by user name and password. It shall also manage all user information, permissions, license, operation information and system information, The VMS shall support unified time synchronization among all devices in the system and daily user and maintenance information management, The video recording management shall support several types of storage device such as DAS, NAS, IPSAN, direct storage etc. It shall enable centrally management of NVR, storage devices offering video searching, playback, managing and downloading, The video recording management shall support several types of storage device such as DAS, NAS, IPSAN, direct storage etc. It shall enable centrally management of NVR, storage devices offering video searching, playback, managing and downloading, Shall have Network management server which regularly acquires the status of video devices such as NVR, Network camera, storage boxes and running status of servers of system, Shall have Network management server which regularly acquires the status of video devices such as NVR, Network camera, storage boxes and running status of servers of system, Shall have an Alarm management server which provides alarm events and maintains the logs of alarm management. It shall also receive I/O alarms triggered by alarm host such as recorder, camera and so on. IT shall also be responsible to trigger linked actions like push alarm notification to clients, sending e mail, calling presents in PTZ, video wall linkages etc., Shall have an Alarm management server which provides alarm events and maintains the logs of alarm management. It shall also receive I/O alarms triggered by alarm host such as recorder, camera and so on. IT shall also be responsible to trigger linked actions like push alarm notification to clients, sending e mail, calling presents in PTZ, video wall linkages et |
| 179 | Providing, installation, testing and commissioning of vacuum Feed Gas Chlorinator system with all accessories and making connection with existing pipeline required including supply & installation of ejector unit, Vacuum chlorination unit, trunnion roller support, auxiliary container valve, flexible copper connector, manifold valve,tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type strainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity including safety equipment complete in all respect as per specification and the direction of the Engineer |
| 180 | 3 kg/hr capacity |
| 181 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. |
| 182 | SITC of Soft Starters with panel supplied by manufacturerconforming to applicable standards with logic inputs & outputs, relayoutputs and analogue outputs, plug in I/O connections, display ofelectrical parameters, state of load & operating time, RS 485 seriallink for connections to Modbus. |
| 183 | 30 KW |
| 184 | 45 KW |
| 185 | 75 KW |
| 186 | 160 KW |
| 187 | SITC of star rated Aluminium wound distribution Transformer offollowing rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as perIS 2026- 1977 & losses as defined as per 2014 (Fourth Revision)Level-1 . including standard accessories like conservator, silica gelbreather, radiator, fins, HT cable box & LT cable boxes, temperaturerise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree Cfor above 200 KVA, ISI marked drain valve, Dial type Temperaturegauge, first filling of transformer oil as per IS :335-1953, Epoxybased paint, including carrying of pre-commission Testing &Charging of Transformer complete in all respect .The Transformer shall be subjected to routine factory tests (as perIS:2026 and IS:1180) including testing from CTL of discom beforecharging of transformer & complete installaion must be certified fromElectrical Inspectorate office as per Indian Electricity rule, (CTLtesting charges and Electrical Inspection charges shall bereimbursed by the department to the contractor). All as per preapproved by Engineer in-charge. For additional technicalparameters of products/ work , refer Annexure \\"A\\" attached withthis BSR . |
| 188 | 315 KVA with Off -LTC (+5% to - 10% @ 2.5%) At Company Bagh PH Pump House |
| 189 | 400 KVA with Off -LTC (+5% to - 10% @ 2.5%) At Heeradas Pump House |
| 190 | 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. |
| 191 | Note: Road cut and restoration is not part of this item and paid seperately. |
| 192 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 193 | 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.. |
| 194 | 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. |
| 195 | Instrumentation for PHS, ESRs and DMA |
| 196 | SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2\\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible, accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 197 | Measuring range 0.0 to 6.0 mtr |
| 198 | Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 \\"NPT (M) / Accuracy: 0.15% Protection: IP67 |
| 199 | At DMA |
| 200 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum at Pump houses for New/replace pumps |
| 201 | Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC |
| 202 | Compact RTU complete with DI, DO, AI and modbus communication ports and power supply. // Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communcation protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem and having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. |
| 203 | AT ESR |
| 204 | Modular RTU complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communcation protocols, on-board I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. |
| 205 | At DMA to Measure flow and pressure |
| 206 | Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification |
| 207 | 1 KVA |
| 208 | At ESR |
| 209 | Supplying and drawing PVC insulated & sheathed solid/ stranded copper conductor multi core control cable ISI marked (IS:1554) of 1.1 kV grade of approved make as per chapter E11,in existing surface or recessed conduit/ casing capping including making connections etc. as required. |
| 210 | 12 CORE, 1.5 sq. mm. armoured |
| 211 | 4 CORE, 1.5 sq. mm. armoured |
| 212 | Design, Manufacture, Supply, Installation,Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latestconfiguration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI 30 No.,DO 26 No.,AI 6 No.AO 2 No.MCB 16A DP 2 No.MCB 6A DP 6 No.SMPS 100-240VAC/ 4.5A / 24 VDC 1 No.Selector Switch (Auto/Manual) & Local / Remote 2 No.Control Relays 1 LotAnnunciator with 24 Windows NO to NC TypeMicroprocessor Based, Window Size 75*42mm,110VAC, with 1 No.Electronic Hooter 1 No.Control Transformer 200VA 1 No.Emergency STOP Push Button 1 No.Panel Cooling Fan & Filter 2 No.Panel Light with Door Switch, 7W 1 No.Control Indication Lamp for 24VDC, 220VAC 3 No.Push Button 3 No.Power Wiring+Control Wiring + Control TB/ Fuse2A,TB etc 1 LotPanel Hardware, lugs, terminations, ferruls,name plate Ect. 1 LotUTILITY SOCKET 16A, 3 PIN 2 No.HMI Display 10 Inch,Colour 1 No.Isolators Dual Output, 24VDC 1 Lot |
| 213 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 214 | Brick work with FPS bricks of class designation 75 in superstructureabove plinth level upto two stories in all shapes and sizes in : |
| 215 | Cement mortar 1:4 (1 cement : 4 coarse sand) -Boundary Wall |
| 216 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar |
| 217 | 1:4 (1 cement : 4 fine/ coarse sand) sqm 315.50 |
| 218 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 219 | Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :; 33.57.1 One or more coats on old work. |
| 220 | Finishing walls with Acrylic Smooth exterior paint of required shade:33.69.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface).-Putty surface area (pump house & Boundary wall ) |
| 221 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 222 | Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming toIS:1786) Thermo-mechanically Treated bars (Conforming of relevent IScode) |
| 223 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50 m suitable site as per direction of Engineer for following depths, below natural ground/Road top level. |
| 224 | In all types soils/saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 225 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: |
| 226 | PCC !:3:6 (1 Cement : 3 fine/coarse sand : 6 graded stone aggregated 40 mm nominal size) |
| 227 | Random rubble masonry with hard stone in foundation and plinth: |
| 228 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 229 | Extra for random rubble masonry with hard stone in superstructure above plinth level and upto two stories. RRstone masonary in Super strucure in CM 1:4 |
| 230 | Reinforced cement concrete workin beams, suspended floors, roofs having slope upto 15˚ landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and reinforcement: |
| 231 | CC in M20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20 mm nominal size)- As per design mix) |
| 232 | Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for: |
| 233 | Suspended floors, roofs, landings, balconies and access platform. |
| 234 | Reinforcement for R.C.C work at all levels including straightening, cutting, bending, placing in position and binding all complete. |
| 235 | Cold twisted bars |
| 236 | Half brick masonry with bricks of class designation 75 in superstructure above plinth level upto two stories. |
| 237 | Cement mortar 1:3 (1cement :3 coarse sand) |
| 238 | Flush/ Ruled/ Struck or weathered pointing @ 50% of Outside plaster area |
| 239 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 finesand) : |
| 240 | Vent. |
| 241 | Supplying and fixing rolliing shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs grade No. 2 and M.S. top cover of required thickness for rolling shutters. |
| 242 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover. |
| 243 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: |
| 244 | Profile E |
| 245 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Coir veneer board (conforming to IS : 14842-2000): |
| 246 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : |
| 247 | Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 248 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: |
| 249 | 1:5:10 (1 cement : 5 fine/coarse sand: 10 graded stone aggregate 40 mm noinal size) |
| 250 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 251 | DPC 1:2:4 with nominal reinforcement |
| 252 | 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix:2 graded stone aggregate 6 mm noinal size) by volume. hardening compound is mixed @ 2 litre per 50 kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 253 | Cement concrete 1:2:4 |
| 254 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification |
| 255 | 50 mm thick |
| 256 | 75mm thick. |
| 257 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 258 | Area of each slab 900 to 2000 sqcm |
| 259 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 260 | New work (two or more coats) over and including priming coat with cement primer. |
| 261 | Finishing walls with water proofing cement paint of required shade |
| 262 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 263 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand or manufacture. |
| 264 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand or manufacture. |
| 265 | Painting on wood work |
| 266 | Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges : |
| 267 | Sand or other approved stone 50mm thick. |
| 268 | Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. |
| 269 | Short point (up to 3 mtr.) |
| 270 | Medium point (up to 6 mtr.) |
| 271 | Long point (up to 10 mtr..) |
| 272 | Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & it's accessories, 18 SWG 175 mm x 100 mm x 60 mm M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 A switch, 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. |
| 273 | On board |
| 274 | Short point (up to 3 mtr.) |
| 275 | Medium point (up to 6 mtr..) |
| 276 | Long point (up to 10 mtr..) |
| 277 | S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P -III ) PVC conduit along with ISI marked (IS:3419-1988) accessories asrequired in recess including cutting the wall, covering conduit andmaking good the same as required. For additional technical parametersof product / work refer Annexure 'A' attached with this BSR |
| 278 | 25 mm |
| 279 | Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. |
| 280 | 1 x 2.5 sq. mm. |
| 281 | 1 x 4 sq. mm. |
| 282 | 1 x 6.0 sq.mm |
| 283 | Wiring for sub mains ISI Marked (Is:694) 1100 Volts grade PVC Insultede Flate twin core shethed solid aluminium conductor with 10 SWG GI Support wire duly clipped etc. |
| 284 | 4.0sq.mm |
| 285 | 6.0sq.mm |
| 286 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10kA breaking capacity (B/ C/D tripping characteristic as per type ofload and site requirement) 4 KV impulse withstand voltage, ISImarked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3as per IEC, minimum phase termination capacity of 35sq.mm. ,conductor line load reversibility , IP 20 contact protection and fittedin existing distribution board/sheets, minimum electrical operation20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A &above rating including making connections, testing etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab typetest reports & All as per pre approved by Engineer in charge. Foradditional technical parameters of product / work refer Annexure'A' attached with this BSR |
| 287 | Single pole MCB |
| 288 | 6 A to 32 A Rating |
| 289 | 40 A to 63 A Rating |
| 290 | Double Pole MCB |
| 291 | 6 A to 32 A Rating |
| 292 | 40 A to 63 A Rating |
| 293 | Providing & Fixing of 240/415 V isolator ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilizationcategory, 4KV impulse withstand voltage, true contact indication,Red colour dolly / lever shall have single mould covering over allpoles for operation , two position din rail mounting, minimumphase termination capacity of 35sq.mm. IP 20 contact protectionand fitted in existing distribution board / sheet including makingconnections, testing etc. as required. OEM shall have submit NABL/ CPRI / ERDA accrediated lab type test reports & All as per preapproved by Engineer in charge.For additional technical parametersof product / work refer Annexure 'A' attached with this BSR |
| 294 | Double Pole Isolator |
| 295 | 30 A / 40 A Rating |
| 296 | 63 A Rating |
| 297 | Providing & Fixing of IS 11037:1984 marked non modular socket size flushtype 180 watt rotary minimum 5 step fan regulator with CM/L no. printedand made out from industrial grade Polycarbonate or fire resistant ABSmaterial including making connection testing etc. as required.All as per preapproved by Engineer in charge. For additional technical parameters ofproducts/ work , refer Annexure \\"A\\" attached with this BSR . |
| 298 | P & F of Multiple socket with surge and spikes protection cartridge and minimum four nos. universal 6 A sockets, one 6 A switch and plug top including making connection etc as required. |
| 299 | Supplying and fixing of power plug point with Modular accessories as perPWD specification for electrical Works, on hot dipped galvanized modularbox of 1.2 mm thick with earthing terminal/connector on surface or inrecessed with suitable size of modular face place with grid plate and coverplate including cost of ISI marked modular 16 amp. Switch (IS :3854) and6/16 amp. socket outlet (IS:1293) making connection , testing , etc. asrequired. For specification of Wiring accessories refer Chapter E - 07related item & For additional technical parameters of product / work referAnnexure 'A' attached with this BSR |
| 300 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-ArrmouredAluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4-Grade electrolytic aluminium conductor confirming to IS 8130 of purity >99.6 %,Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware /PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testingetc. as required of following size. OEM must have it's own in house NABLaccrediated Laboratory for testing procedure as per IS:10810. For additionaltechnical parameters of product / work refer Annexure 'A' attached with this BSR |
| 301 | 6.0 Sq.mm 3core |
| 302 | 10.0 Sq.mm 3core |
| 303 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixturemade of powder coated single piece pressure die cast aluminum material with heat dissipation fins onhousing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with Highvoltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85%,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrswith Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4KV internal and min 10 KV external inside driver compartment. driver should be Phase to phaseprotection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housingto allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its ownin house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report withliable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineerin charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached withthis BSR . |
| 304 | LED Street Light fixture with Minimum lumen output 2450 lm |
| 305 | Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture madefrom Powder coated Extruded aluminium housing with in built driver , System lumenefficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuitprotection ,THD < 10% , P. F.≥0.95, CRI >80 , life time of minimum 50000 Burning Hourswith , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K/6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more thanthe specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.).Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEMmust have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 &LM80) certificate / Report from OEM shall be submitted. All as per pre approved byEngineer in charge. For additional technical parameters of products/ work , referAnnexure \\"A\\" attached with this BSR . |
| 306 | 1170mm(+/-10%) LED batten with min. lumen output 2200 lm |
| 307 | Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housingSMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture.system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD <20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intialLumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As perANSI Bin) , maximum power consumption should not more than the specified rating andFixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures WordMark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own inhouse NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate /Report from OEM shall be submitted. All as per pre approved by Engineer in charge. Foradditional technical parameters of products/ work , refer Annexure \\"A\\" attached with thisBSR . |
| 308 | 1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing |
| 309 | Providing & Fixing of IP 20 box made out from 1.2mm thick CRCA sheet steel with depth ofminimun 30 mm and finished with powder coating and suitable for mounting LED tubeincluding side covers, holders , internal wiring to illuminate the single sided connection LEDtube. ( Without tube). All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR |
| 310 | Suitable for 4' LED Tube shape fixture for double rod |
| 311 | Providing & Fixing of energy efficient /energy saving IP 20 LED direct retrofit Bulb inexisting holder or fixture as required with system lumen efficacy ≥100 lm/Watt output ,pf0.95 , CRI >70, minimum life time of minimum 25000 Burning Hours with , 70% of intialLumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As perANSI Bin) , maximum power consumption should not more than the specified rating andFixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures WordMark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own inhouse NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate /Report from OEM shall be submitted. All as per pre approved by engineer in charge . foradditional technical parameters of product/ work, refer Annexure \\"A\\" attacheded with this BSR |
| 312 | 15 Watt |
| 313 | 18/20 watt |
| 314 | SANTARY |
| 315 | Providing and fixing Indian Type white glazed vitreous china 1st quality W.C. Orissa pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor. |
| 316 | Size 530 x 410 mm |
| 317 | Providing and fixing 1st quality WVC Urinal (IS : 2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc.Complete |
| 318 | Flat Back (small) size 456x355x265mm. |
| 319 | Providing and fixing C.P. Brass Urinal Flush Pipe set complete with flanged brackets of approved make. |
| 320 | For 1 Urinals |
| 321 | Providing and fixing C.P. Brass Urinal Spreader for stall urinal of approved make. |
| 322 | Providing and fixing C.P. Brass Doom Waste Coupling 32 mm dia. |
| 323 | Providing and fixing C.P. Brass Flush Valve with C.P. flush bend of approved make. |
| 324 | Economy model 32 mm |
| 325 | P & F WVC Wash Basin (1st quality IS : 2556 mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P.Pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make, 25 mm G.I. waste pipe complete including cutting & making good the wall. |
| 326 | Size 450 mm x 300 mm |
| 327 | Providing and fixing G.I. pipes (External Work) with G.I. fittings (IS : 1239 Mark) including trenching & refilling earth etc. (B Class Rates) |
| 328 | A CLASS 20 mm dia nominal bore |
| 329 | A CLASS 32 mm dia nominal bore |
| 330 | A CLASS 40 mm dia nominal bore |
| 331 | Providing and fixing Pillar Cocks (IS : 8934 Mark) of superior quality and approved make. |
| 332 | C.P. Pillar cock, Swan neck with casted spout, 15 mm dia nominal bore |
| 333 | P & F bib cock (IS: 8931 mark) superior quality of approved make |
| 334 | Brass 400 gm, 15 mm nominal bore |
| 335 | Providing and fixing Ball Cock (IS : 1703 Mark) with Rod & P.V.C. Ball complete. |
| 336 | Brass wt. not less than 300 gm 15 mm |
| 337 | Providing and fixing Inlet Connection (Angle, Valves) Superior quality, of approved make.for wash basin Gyser etc. |
| 338 | (--do--) with 37 cm long thread and nut |
| 339 | Providing and fixing Flush Cock / Flush Valve (IS : 9758 Mark) for WC of approved quality make. |
| 340 | (--do--) concealed 25 mm nominal bore |
| 341 | Providing and fixing Full -way Valve (IS : 778 Mark) or wheel valve of approved make. |
| 342 | Gun Metal 20 mm nominal bore |
| 343 | Gun Metal 32 mm nominal bore |
| 344 | Gun Metal 40 mm nominal bore |
| 345 | Providing Laying & Jointing glazed S.W. pipes grade \\"A\\" (IS : 651 Marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1 excavation & refilling of earth in all types of soil upto 1.2 m. depth, S.W. fittings, including testing of joints etc. complete. |
| 346 | 100 mm dia |
| 347 | Providing and fixing rigid PVC Pipe fittings (IS : 4985 mark) of approved quality / make including jointing the pipe with solvent cement rubber ring and lubricant. |
| 348 | Coupler (Socket) 110 mm |
| 349 | Bend 87.5° 110 mm |
| 350 | Construction of Manhole in all types of soil inner size 90 x 60 Cm thick masonry in CM 1 : 6, 10 cm. thick cement concrete 1 : 5 : 10 in foundation, 20 mm thick inside plaster in CM 1 : 6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring, making channels, 80 mm. thick stone slab covering with 40 mm thick M-15 grade C. C. flooring, 25 Kg. CI cover with frame of 450 mm dia earthwork etc. complete as per design including disposal of surplus earth within 50 Mtr. Lead. |
| 351 | Depth upto 0.5 M |
| 352 | Construction of Septic Tank in all types of soil with 40 Cm. thick masonry in CM 1 : 6, 15 Cm. thick C.C. bed of 1 : 5 : 10, M-15 grade C.C. flooring & over stone slab covering, 80 mm thick slab, jointing of slab in CM 1 : 3 Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1 : 6 finished with neat floating cement, 4 Nos C.I. foot rests of approved design, two No. 450 mm dia 25 Kg. of each C.I. cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 Mtr. |
| 353 | Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect. |
| 354 | Construction of Open Surface Drain with 112 mm thick brick masonry in CM 1 : 4, 110 mm thick base concrete 1 : 5 : 10, 37 mm thick M-15 grade C.C. flooring, 12 mm 1 : 4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design / drawings. |
| 355 | 150mm drain,225mm Av. depth |
| 356 | Cost for Basic Service Charges, Administration and Management, Running of Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency) as per Scope of Work & terms & conditions of contract for 10 year after defect liability period of one year DLP (except power feeder, IEC & miscellaneous provision) for Water Supply Project |
| 357 | 1st year |
| 358 | 2nd year |
| 359 | 3rd year |
| 360 | 4th year |
| 361 | 5th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 30 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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