Tender For Water Supply Scheme For Augmentation And Rehabilitation Of Uwss Baran, District Baran Including 05 Years O&M After 01 Year Defect Liability Period Under Amrut 2.0
Tender Value
21.71 Crore
Estimated cost
Bid Submission
10 Aug 2026
11 days left
EMD
43.42 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baran → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Water Supply Scheme For Augmentation And Rehabilitation Of Uwss Baran, District Baran Including 05 Years O&M After 01 Year Defect Liability Period Under Amrut 2.0
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jul-2026 | Corrigendum no. 1 | Date | 10-Aug-2026 |
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 | 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 anddirection of Engineer-in-charge. |
| 9 | MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 10 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 11 | 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. |
| 12 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05mtr. |
| 13 | 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.. |
| 14 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 15 | 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. |
| 16 | HDPE PE-100 PN-6 |
| 17 | 90 mm dia |
| 18 | 110 mm dia |
| 19 | 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. |
| 20 | HDPE PE-100 PN-6 |
| 21 | 125 mm dia |
| 22 | 140 mm dia |
| 23 | 160 mm dia |
| 24 | 180 mm dia |
| 25 | 200 mm dia |
| 26 | 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. |
| 27 | 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: - |
| 28 | 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. 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). |
| 29 | 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. |
| 30 | 800 KL capacity |
| 31 | 900 KL capacity |
| 32 | 1500 KL capacity |
| 33 | Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 34 | 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 including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR 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 vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
| 35 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 36 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMICZONE-2 & 3. |
| 37 | 600 KL capacity |
| 38 | 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. |
| 39 | 100 mm |
| 40 | 200 mm |
| 41 | 250 mm |
| 42 | 300 mm |
| 43 | 400 mm |
| 44 | 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 |
| 45 | 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 .: |
| 46 | Ordinary rock |
| 47 | 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. |
| 48 | 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. |
| 49 | Bituminous courses |
| 50 | Granular courses |
| 51 | 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. |
| 52 | 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 ofwork. |
| 53 | Plain cement concrete pavement of M-30 Grade |
| 54 | 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%. |
| 55 | 100 mm thick |
| 56 | 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. |
| 57 | 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. |
| 58 | 600 mm Dia 10 mm thick casing pipe . |
| 59 | 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. |
| 60 | Discharge 20 to 30 LPS and head 31 to 40 M |
| 61 | Discharge 81 to 90 LPS and head 20 to 30 M |
| 62 | Discharge 31 t0 40 LPS and head 31 to 40 M |
| 63 | Discharge 61 to 70 LPS and head 31 to 40 M |
| 64 | Discharge 20 to 30 LPS and head 41 to 50 M |
| 65 | Discharge 51 to 60 LPS and head 31 to 40 M |
| 66 | Discharge 51 to 60 LPS and head 51 to 60 M |
| 67 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block 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. |
| 68 | Centrifugal Monoblock Pump set (Single Stage) |
| 69 | 11.0 KW (15 HP) |
| 70 | 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. |
| 71 | 0.75 KW (1.0 HP) |
| 72 | 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: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 73 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 74 | 350 mm with Gear |
| 75 | 400 mm with Gear |
| 76 | 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. |
| 77 | Class PN 1.0 |
| 78 | 50 mm |
| 79 | 80 mm |
| 80 | 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. |
| 81 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 82 | 80 mm dia |
| 83 | 100 mm dia |
| 84 | 150 mm dia |
| 85 | 200 mm dia |
| 86 | 250 mm dia |
| 87 | 300 mm dia |
| 88 | 350 mm dia |
| 89 | 400 mm dia |
| 90 | 450 mm dia |
| 91 | 500 mm dia |
| 92 | 600 mm dia. |
| 93 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN1.0 |
| 94 | 250 mm dia |
| 95 | 300 mm dia |
| 96 | 450 mm dia |
| 97 | 500 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 | 100 mm dia |
| 101 | 150 mm dia |
| 102 | 200 mm dia |
| 103 | 250 mm dia |
| 104 | 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 |
| 105 | 80 mm dia |
| 106 | 100 mm dia. |
| 107 | 125 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 | 600 mm dia. |
| 115 | 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. |
| 116 | 100 mm dia. |
| 117 | 150 mm dia. |
| 118 | 200 mm dia. |
| 119 | 250 mm dia. |
| 120 | 300 mm dia. |
| 121 | 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. |
| 122 | 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 coatof enamel paints. |
| 123 | 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. |
| 124 | Type I ( 72.3 Sqm) |
| 125 | Type II ( 111.34 Sqm) |
| 126 | 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 asper direction of Engineer-in-Charge. |
| 127 | For Class-A loading |
| 128 | Sluice valve chamber of size 1.13 m x0.85 m 1.27 m-for pipe size-up to 100 mm |
| 129 | Sluice valve chamber of size 1.17m x 0.95m x1.45 mfor pipe size-from 125-to-150mm |
| 130 | Sluice valve chamber of size 1.26m x1.185m x1.82 mfor pipe size-from 200-to-300mm |
| 131 | For in-campus Valve Chambers |
| 132 | Sluice valve chamber of size1.13m x0.85m x1.225m for pipe size-upto100mm |
| 133 | Sluice valve chamber of size1.26m x1.185m x1.76mfor pipe size-from 200-to-300mm |
| 134 | Sluice valve chamber of size1.39m x1.43m x2.125mfor pipe size-from 350-to-450mm |
| 135 | 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 |
| 136 | For Class-A loading |
| 137 | Air valve chamber of size0.9m x1m x1.71 mfor air valve size-from 50 mm-to-80mm |
| 138 | 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 : |
| 139 | EFM100 mm |
| 140 | EFM 200 mm |
| 141 | EFM 250 mm |
| 142 | EFM 300 mm |
| 143 | EFM 400 mm |
| 144 | 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. |
| 145 | BFM 250 mm |
| 146 | Granular Sub-base with Well Graded Material (Table 400-1) |
| 147 | By Mix in Place Method |
| 148 | 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. |
| 149 | For Grading II Material |
| 150 | Water Bound Macadam with Crushable Screenings |
| 151 | WBM Grading 1 |
| 152 | Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel80-100 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. |
| 153 | Using Crusher Broken Aggregate |
| 154 | By Mechanical Means |
| 155 | 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. |
| 156 | Bitumen (VG-30) |
| 157 | SEAL COAT ;-Providing and laying seal coat sealing the voids in a bituminous surface laid tothe specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 |
| 158 | Bitumen (VG-30) |
| 159 | 14.3 Demolishing R.C.C. work manually/ by mechanical meansincluding stacking of steel bars and disposal of unserviceablematerial within 50 metres lead as per direction ofEngineer-in charge. Demolish work OHSR |
| 160 | Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge,EPDM rubber gasketweather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mmsize complete as per manufacturersspecification and direction of Engineer-in- Charge. |
| 161 | Providing and fixing to existing door frames. |
| 162 | 30mm thick factory made solid panel PVC door shutterconsisting of frame made out of M.S. tubes of 19 gaugethickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. M.S .frame shall have a coat ofsteel primers of approved make and manufacture M.S. framecovered with 5mm thick heat moulded PVC„C channel of size30mm thickness, 70mm width out of which 50mm shall be flatand 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide PVC sheet out ofwhich 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top andbottom rail and |
| 163 | 30mm thick factory made solid both side Pre laminated panelPVC door shutter consisting of frame made out of M.S. tubesof 19 gauge thickness and size of 19mm x 19mm for stiles and15x15mm top & bottom rails. M.S .frame shall have a coat ofsteel primers of approved make and manufacture M.S. framecovered with 5mm thick heat moulded PVC„C channel of size30mm thickness, 70mm width out of which 50mm shall be flatand 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall beflat and 20mm shall be tapered on both |
| 164 | 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 |
| 165 | SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy+/_ 0.2 %, as per detailed Technical specification, scope of work and direction of Engineer incharge. |
| 166 | Measuring range 0.0 to 6.0 mtr |
| 167 | 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 andthe direction of the Engineer |
| 168 | 1 kg/hr capacity |
| 169 | Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metr depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction ofthe Engineer. |
| 170 | Dismantling old plaster or skirting raking outjoints and cleaning the surface for plasterincluding disposal of rubbish to the dumpingground within 50 metres lead |
| 171 | Brick work with FPS bricks of class designation 75 in superstructureabove plinth level upto two stories in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) -Boundary Wall |
| 172 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20mm 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 ofConcrete/ mortar |
| 173 | \\"1:4 (1 cement : 4 fine/ coarse sand) sqm315.50\\" |
| 174 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smoothcomplete |
| 175 | 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 |
| 176 | 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 & Boundarywall ) |
| 177 | Plate Earthling as per IS:3043 with copper Earth plate of size 600mm x 600 mm x 3.0mm by embodying 3 to 4 mtr. Below the ground level with 25 mm dia. G.I. ‘B’ class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I Frame of size 300mm x 300mmcomplete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 178 | Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia. ‘B’ class G.I. Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chambercovered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earthresistance as required. |
| 179 | S & Laying following size ‘B’ Class G.I. Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recessas required. |
| 180 | 50 mm dia. |
| 181 | Supplying and drawing PVC insulated & sheathed solid/ stranded copper conductor multi core control cable ISI marked (IS:1554) of1.1 kV grade of approved make as per chapter E11,in existingsurface or recessed conduit/ casing capping including making connections etc. as required. |
| 182 | 4 core, 1.5 sq. mm. armoured |
| 183 | 8 core, 1.5 sq. mm. armoured |
| 184 | 12 CORE, 1.5 sq. mm. armoured |
| 185 | 8 core, 2.5 sq. mm. armoured |
| 186 | Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/Accuracy ±1% |
| 187 | 0 - 5 Mtr. |
| 188 | Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase230 V, 50 Hz with 2 hour backup SMF battery bank as per specification |
| 189 | 1 KVA |
| 190 | Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 \\"NPT (M) / Accuracy: 0.15% Protection: IP67 |
| 191 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dialsize 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 |
| 192 | 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, SwitchContacts: 2 NO + 2 NC |
| 193 | Providing, installation, testing and commissioning of Level Switch ( Conductivity)Conductivity Probes, Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum |
| 194 | Rigid for lengths of up to 3 Mtr. |
| 195 | From 3.3 KW to 7.5 KW DOL Starter Feeder with MCB,Main and Aux Contactor,O/L Relay,L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB (Size : 600 (W) x 400(H) x 600 (D) |
| 196 | SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 seriallink for connections to Modbus. |
| 197 | S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start- Stop Push Button ,Control MCB with panel with all accessorieswith following rating : 11KW |
| 198 | Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI30 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 Lot Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size75*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 Lot Panel Hardware, lugs, terminations, ferruls, name plate Ect. 1 Lot UTILITY SOCKET 16A, 3 PIN 2 No. HMI Display 10 Inch, Colour 1 No. Isolators Dual Output, 24VDC 1 Lot |
| 199 | SITC of Intelligent Manageable Ethernet Switches providing 24 x 10/100/1000 Fast Ethernet ports- and 2 dual purpose uplink (provision for Copper / Fibre Giga connectivity) with LAN based Software. The LAN based S/W supports enhanced integrated security, including Network Admission Control (NAC), advanced quality of service (QoS), availability and scalable management to enable new converged applications |
| 200 | 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, callingpresents in PTZ, video wall linkages et |
| 201 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 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 type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 202 | Triple pole MCB (With B/C curve trippingCharacteristics), 6 A to 32 A rating |
| 203 | 50/63 A rating |
| 204 | 125 A rating |
| 205 | Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating |
| 206 | Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating |
| 207 | SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:- (a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. Thepanel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) nterconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints/ interconnections of copper bus bar shall be dully tinned . Clearance between main busbar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. (Cost of Bus bar / Flexible wire for Interconnection between Main |
| 208 | Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator withstandard short circuit withstand capacity , high tensile nuts and |
| 209 | Electrolytic grade Aluminium bus bar 6010 grade |
| 210 | Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type (up to 500) V range Volt meter / Direct- Ammeter / CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracy as per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attachedwith this BSR . |
| 211 | Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485 |
| 212 | Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705-1992/ conforming to IEC 60044-1, with secondary terminal of CT shallbe brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. asrequired Current transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF<=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in-charge.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 213 | C T Class 1, Ratio 400/5 to 1200/5, Burden 15 VA |
| 214 | Providing & Fixing of Cam operated rotary (Auto/manual) switches on existing panel with 2 way and off position using high grade engineering material to international standards with cam assemblyinsulation of glass filled polyamide with high tracking index. For |
| 215 | 10 AMP |
| 216 | 16AMP |
| 217 | Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as perpre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 218 | Red/yellow/Blue |
| 219 | Red/Gree/ white Colour |
| 220 | Red/Green |
| 221 | Providing & Fixing of flush head push button actuators IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached withthis BSR |
| 222 | Non luminous type |
| 223 | Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat withsynthetic rubber adhesive as required. All as per pre approved by Engineer in- charge. For additional technical parameters of products/ work , refer Annexure\\"A\\" attached with this BSR . |
| 224 | 11 KV, Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage 45 KV AC (rms) |
| 225 | SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2:2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mountingwithout any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test)to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics= 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, padlock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved byEngineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 226 | 400 Amp , 35 kA, adjustable O/L & adjustable S/C setting, |
| 227 | Extended Rotary Handle |
| 228 | Mechanical Interlocking kit |
| 229 | Auxiliary + Trip alarm contact |
| 230 | Spreaders for 400A, 4 Pole MCCB |
| 231 | Providing & Fixing of self healing IP20 MPP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 OR IEC : 60831-1& 2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min over current capacity 1.8 times rated current & peak inrush currentmin. 300 times of rated current, llife expectancy greater than 100000hrs (temp class - 25 D) in 440 V/480 V Capacitor and for 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D) including making connections, testing etc. as required.All as per pre approved by Engineer in- charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached withthis BSR . |
| 232 | Heavy duty Three phase 440 V, 50 Hz cylindrical type capacitor (Bank) |
| 233 | Providing & Fixing of IP54 microprocessor based 3 CT’s for all 3 phase sensing compensation power factor correction relay Size 139mm x 139 mm, Operating Voltage 415/440 V , IEC / EN 61000-6-(2&4) having 3 CT sensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall have digit display unitfor display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and 3 no. Class- 0.5 Cast Resin CT ( refer CT specs in this chapter )for sensing the relay including making coonection with 1.5 Sq.mm copper wire etc. asrequired. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 234 | 6 to 8 stage |
| 235 | 12 to 14 stage |
| 236 | Providing & Fixing of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current as per PWD specification for electrical Works, IS/IEC 60947-4-1 : 2000, insulation voltage 1000V, impulse withstand voltage 8 KV,Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 237 | up to 6 KVAR |
| 238 | 10 KVAR |
| 239 | 15 KVAR |
| 240 | 25 KVAR |
| 241 | Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium 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 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR |
| 242 | 300 SQMM, 3.5 CORE |
| 243 | 120 SQMM, 3.5 CORE |
| 244 | 95 SQMM, 3 CORE |
| 245 | 50 SQMM, 3 CORE |
| 246 | 35 SQMM, 3 CORE |
| 247 | 25 SQMM, 3 CORE |
| 248 | 16 SQMM, 3 CORE |
| 249 | 4.0 SQMM, 3 CORE |
| 250 | Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 251 | 100mm x 50mm x 1.6mm |
| 252 | 150mm x 50mm x 1.6mm |
| 253 | Providing & Laying XLPE insulated three core Armoured Aluminium cable for working voltage 11 K.V.(E) confirming IS :7098 P - 2 with H4- Grade electrolytic aluminium conductor confirming to IS: 8130 class-2 of purity>99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 254 | 3 core 95.0 Sq.mm |
| 255 | Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type testreport should be as per IS13573:2011 which covered all sequence for table2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology.Extrusion process shall be in house OEM within same vicinity. including testing etc. as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 256 | 3 core 50/70/95 Sq.mm |
| 257 | 3 core 50/70/95 Sq.mm |
| 258 | Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure\\"A\\" attached with this BSR . |
| 259 | 25mm x 6mm G.I. ( Hot Dipped ) Strip |
| 260 | 32mm x6mm G.I. ( Hot Dipped ) Strip |
| 261 | 50mm x 6mm G.I. ( Hot Dipped ) Strip |
| 262 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross- sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attachedwith this BSR . |
| 263 | 7 Mtr., Poles with Octagonal Cross Section |
| 264 | Supply and Fixing of Pole OEM fabricated hot dipped galvanisedM.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in- charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 265 | Single arm overhang |
| 266 | Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 267 | Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. |
| 268 | Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has aunique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage 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 luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of |
| 269 | LED Street Light fixture with Minimum lumen output 8700 lm |
| 270 | Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in-charge. For additional technical parameters of products/work , refer Annexure \\"A\\" attached with this BSR . |
| 271 | 180 x 180 x 91 mm |
| 272 | Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\"attached with this BSR . |
| 273 | 32 mm Dia. |
| 274 | Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screenprinting on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in- charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . |
| 275 | High Power LED Flood Light Minimum lumen output 10000 lm |
| 276 | Heavy Duty AL & CU Lugs, Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Washers, Electrical Taps, HT Tap, Danger Plates, 4.5 Kg. CO2 type portable fire extinguisher for Panel Room , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per site requirements. |
| 277 | Supply, installation, testing and commissioning of GSM /GPRS/ Cloud based data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC , Model no- CT-DL-V1.0-100784, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supported to stroe the data in the absense of availabe mobile network, (1 no Data transmit in a day on cloud system), Encloser- ABS Protection-IP67/68, Operating tempreature -50-55 Deg. C. The VTC Inlet Flow Data shall be transmitt to the Respective MCC ROOM. |
| 278 | Protective clothing such as PVC overall gloves, rubber boots |
| 279 | Supply, Testing & Commissioning of Vertical Turbine pump motor set of specified duty parameters & guaranteed efficiency of following MOC with specified capacity horizontal foot mounted TEFC squirrel cage induction motor, working on three phase AC supply with 50 Hz ± 3%, 415 V ± 10%, rated speed 1450 RPM along with column and bowl assembly, discharge head, base channel/RSJ etc. complete as per relevant IS.M.O.C.: Impeller & Sealing Rings:CF8M, Bowl & Suction Bell: CI FG 260 IS: 210 with 2% Ni , Shaft with coupling: SS 410, Column Pipe: M.S. ERW,Mechanical Seal (above 30 kW), Base Plate: MS, Line Bearing: Thordon type,Suction Strainer: S.S. |
| 280 | 76.0 KW to 132.0 KW VT PUMP AT Intake well (2+1) |
| 281 | 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 |
| 282 | 1st year |
| 283 | 2nd year |
| 284 | 3rd year |
| 285 | 4th year |
| 286 | 5th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 10, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 11 daysAug 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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