Tender For Work Of Construction And Commissioning Of One Day Demand Storage Capacity Clear Water Reservoir At Zero Point Barmer Headworks, District Barmer With One Year Dlp (Under Budget Announcement 2025-26)
Tender Value
26.89 Crore
Estimated cost
Bid Submission
30 Jul 2026
19 days left
EMD
53.78 Lakhs
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Barmer → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Construction And Commissioning Of One Day Demand Storage Capacity Clear Water Reservoir At Zero Point Barmer Headworks, District Barmer With One Year Dlp (Under Budget Announcement 2025-26)
BOQ
| Sl. No. | Item Description |
| 1 | Construction of 70 MLD capacity CWR at Zero point Barmer headworks |
| 2 | Construction of Rectangular 70.0 ML capacity RCC Clear Water Reservoir with partition as per contractor’s own design and drawings as per relevant IS Codes / specifications.The work includes Investigation of SBC, preparation and submission of detailed design and drawing (IIT) for required capacity.Raft, foundations, construction of plinth.Protection with food grade epoxy paint on inner surface of tank.Anti-carbonation paint on outer surface.Testing for water tightness complete in all respect.Supply and fixing of DI K-9 pipes, inlet, outlet, washout, overflow pipe, float valves, puddle collars, duck foot bends, pipe interconnecting the incoming and outgoing with all specials, water level indicator, finishing, testing & commissioning etc.Complete in all respect as per the scope of work & specifications given in the tender document.. |
| 3 | Construction of Boundary Wall and Ancillary Work |
| 4 | (PHED/Revised2023/8.2) 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. |
| 5 | (PWD BSR 2022 It NO. 14.10) Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge : |
| 6 | (14.10.2) In cement mortar. |
| 7 | (PWD BSR 2022 It NO. 14.2) Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. |
| 8 | (14.2.1) 1: 3: 6 or richer mix. |
| 9 | Shifting nalah along the boundary wall at Barmer Headwork |
| 10 | (PWD BSR/2022/B-3/3.1.7) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 11 | (PWD BSR/2022/B-6/6.1.6) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | (PWD BSR/2022/B-11/11.3) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick |
| 13 | (PWD BSR/2022/B-3/3.1.2) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | (RUIDP BSR/2023/32.3.3) Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:6 (1 cement : 6 fine/ coarse sand) |
| 15 | (RUIDP BSR/2023/12.5.3) Providing and fixing of reinforced Ferro- Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm |
| 16 | (PHED BSR 2023 4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 17 | (PWD BSR 11.38.2) M-35,60mm thick to be used in light traffic (Light traffic isdefined as a daily traffic up to 150 commercial vehiclesexceeding 30 KN laden weight, or an equivalent up to 0.5million standard axles (MSA) for a design life of 20 years (Astandard axle is defined as a single axle load of 81.6 KN) likepedestrian plazas, shopping complexes ramps, car parks, office driveways , housing colonies, office complexes, rural roads with low volume traffic, farm houses , beach sites, tourist resorts, local authority footways, residential roads, etc. |
| 18 | (A) Category A Denated units to key into each other on four faceszigzag shape as per IRC SP 63:2004 |
| 19 | (M-062) Crushed Stone chipping 13.2 mm nominal size |
| 20 | (Raod BSR It no. 4.5) 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 80-100kN 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. |
| 21 | Using Crusher Broken Aggregate |
| 22 | By Mechanical Means |
| 23 | PIPELINE WORK |
| 24 | (PHED BSR 2023 4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 25 | (PHED BSR 2023 it. No. 1.6.11) Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating).Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 26 | (PHED BSR 2023 it. No. 1.6.11.6) Outer dia of pipe 914 mm and thickness 12 mm |
| 27 | 12 mm |
| 28 | (PHED BSR 2023 it. No. 1.7) Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethylene including preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2.Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction ofEngineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as wellas remaining surface. |
| 29 | (PHED BSR 2023 it. No. 1.15) Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete 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. |
| 30 | (PHED BSR 2023 it. No. 1.15.2) MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 31 | (PHED BSR It No 6.8) \\"Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.\\" |
| 32 | (PHED BSR It NoIt No 6.8.1) Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 33 | ( PHED BSR 6.8.1.15) 900 mm dia. With Gear |
| 34 | (6.8.1.5) 200 mm dia |
| 35 | (6.8.1.6) 250 mm dia |
| 36 | (6.8.1.9) 400 mm dia |
| 37 | (6.8.1.11) 500 mm dia |
| 38 | (PHED BSR It No 6.18) \\"Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. |
| 39 | (PHED BSR It No 6.18.15) 900 mm dia. |
| 40 | (PHED BSR It No 6.19) 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. |
| 41 | (PHED BSR It No 6.19.15) 900 mm dia. |
| 42 | (PHED/Revised 2023/9.1.1.5) 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.For Class-AA loading Sluice valve chamber of size 1.61m x1.75m x2.85m |
| 43 | Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.0 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specificationsand as per direction of Engineer. |
| 44 | (19.50.1) DI PN 1.0 |
| 45 | (19.50.1.16) 900 mm dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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