Tender for Tender for E-Nit No. 67/2026-27/Nirman Rwhs Construction Work Of Rain Water Harvesting Structure At 10 Places In Bikaner City Under Sam 2.0 Scheme.
Tender Value
79.04 Lakhs
Estimated cost
Bid Submission
24 Oct 2026
1 days left
EMD
1.58 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bikaner → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for E-Nit No. 67/2026-27/Nirman Rwhs Construction Work Of Rain Water Harvesting Structure At 10 Places In Bikaner City Under Sam 2.0 Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | Filter sand / sand layer |
| 2 | Charcoal layer |
| 3 | Gravel layer |
| 4 | Boulder layer |
| 5 | Permeable/percolated paver over filter bed |
| 6 | 250 mm dia pilot bore drilling for recharge tubewell |
| 7 | Reaming/enlarging bore to approx. 600 mm dia |
| 8 | Selected black crush / graded filter packing around casing |
| 9 | Air compressor development / cleaning of bore |
| 10 | 300 mm RCC strainer/perforated pipe for recharge tubewell |
| 11 | RCC bore plug, clamp, nut-bolt and bottom lowering plate assembly |
| 12 | MS clamp with holes, nuts and bolts |
| 13 | Inlet / conveyance PVC pipe to existing well |
| 14 | Stormwater intercept bump 6 m x 0.5 m x 0.3 m |
| 15 | Loose-boulder structures |
| 16 | UCR stone masonry without wire mesh in CM 1:5 |
| 17 | Coping concrete 1:2:4 |
| 18 | Providing and Laying CE marked Needle punched and mechanically bonded non-woven Geotextile indigenously manufactured from high quality Polypropylene stable fibres (continuous filament will not be accepted) on the prepared subgrade for separator cum filtration cum drainage application with necessary overlaps as per drawing. Type-III (TFC-TechGeo PR25), minimum width 5.0 meter as per approved comparative statement (Complete rates) |
| 19 | Providing and Constructing gabion structure 0.5 to 1 meter high of required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7 mm and tying lacing wire of 3.2 mm with edge wire confirming to overall diameter 4.4 mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble (15 to 23 cm) all loose ends to be securely tied (Excluding transportation) etc. complete. (In Dry condition and for under water installation extra cost to be considered) |
| 20 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing complete as per clause 2100 of MoRT&H specification including all scaffolding, material, labour, machinery. |
| 21 | Plastering with cement mortar (1:3) on Brick/stone work in substructure/ super structure at any height complete as per clause 1312 of MoRT&H specification including all material, labour, scaffolding etc. 20 mm plaster on stone work |
| 22 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 300 mm internal diameter |
| 23 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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