Tender For Construction Of Modular Rwhs At Industrial Area Bindayaka, Jaipur.
Tender Value
99.23 Lakhs
Estimated cost
Bid Submission
24 Aug 2026
6 days left
EMD
1.98 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Modular Rwhs At Industrial Area Bindayaka, Jaipur.
BOQ
| Sl. No. | Item Description |
| 1 | Dewatering of Surface /Shallow water for Foundation of RWH Tank |
| 2 | Providing and fixing of PP Non-woven geotextile having thickness of 400 GSM, having minimum tear trapezoidal strength of 250 ASTM D4533, static puncture strength of 1550 plus asper ASTM D4833 and elongation at Break of plus 55% plus as per ASTM D 4632 in single layer made out of long fibres to hold the modules including cutting, sizing, Heat welding and needle punched for high porosity and proper percolation. Formula:- 2{(L*W)+(W*H)+(H*L)}*1.3 (30% extra for over laping and wastage). |
| 3 | Supply and installation of FRP Filter having 6\\" Dia with SS 304 mesh bracket with Dia 750mm and height 1000mm capable of removing particles from inflow water. FRP filter should be Griha certified under criterions 21& 18 and SVAGRIHA criterion 9. Certificate should be valid on date of installation. |
| 4 | Use of Membrane to lower down aggregate penetration impact over soil. |
| 5 | Supply and fixing of PVC Elbows SH: Connection of Filters to Tank. |
| 6 | Supply and fixing of Footrest |
| 7 | Supply and installation of a 100% recycled polypropylene modular tank system (non-plate and non-hyperboloid design) engineered for underground applications. The system shall be based on mat raft foundation with a column base structure and unidirectional assembly of modular units. Each module measures 600 mm × 600 mm × 250 mm and offers an effective water holding capacity of 85 litres, with a void ratio of 94.5% for maximum runoff storage. The design allows tool-free stacking up to 6 meters, making it ideal for deep cavity installations. Made from high-quality recycled PPCP, the structure is resistant to chemicals and high temperatures and offers a minimum service life of 20 years. It is designed to withstand vehicular loads up to SLW 60 (HGV class) with appropriate backfilling and features a double-lock connection mechanism for enhanced stability. The vertical column structure is engineered to distribute loads evenly, with column spacing not exceeding 75–80 mm and a minimum column density of 75–80 columns per square meter. Systems using more than four components per module shall not be permitted. |
| 8 | Providing and Installation of Digital Water Level Recorder (DWLR) piezometer telemetry with a 50 meter sensor of make Encardio Rite Model of EWLR-101-BX or equivalent make with integral GSM/GPRS Modem for telemetry, flange plate, and necesssary accessories along with required cable with protective cover for instrument etc.. one year data storage in internal memory and external storage through USB and (3-meter signal antenna for the telemetry system) complete including cost of required data sim card for telemetry |
| 9 | Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \\"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping., 200 mm nominal bore |
| 10 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work., 200 mm Nominal bore of pipe |
| 11 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985., 200mm-do-. |
| 12 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids, Size 9 to 12 mm |
| 13 | S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size:, 200mm dia |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 15 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil |
| 16 | Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and relaying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels to the satisfacti |
| 17 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant., 160 mm dia |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 19 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 20 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks, Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 21 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :, 12mm thick. |
| 22 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 23 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 24 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 25 | Supplying & Fixing R.C.C. Manholes covers with frame of approved make (Light duty)., Size 600 X 600mm (Double seal) |
| 26 | Suplying and Fixing Ductile iron Man Hole Covers/storm water grating and gratingwith frame of various sizes weight and types and load bearing capacity as per EN -124 ,superior quality or equivalent, comlete as per Direction of Engineer In charge. |
| 27 | Stone Aggregate (Single size) : 40 mm nominal size Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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