Tender For Construction Of Rain Water Harvesting System At Af Stn Digaru.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
05 Sep 2026
22 days left
EMD
86000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kamrup Metro → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Rain Water Harvesting System At Af Stn Digaru.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Aug-2026 | DATE CORRIGEMDUM | Date | 05-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches in soft/loose soil not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc and getting out complete all as specified and as directed. |
| 2 | M & L for PCC (1:3:6) type C2 (using 40mm graded stone aggregate ) in foundations, filling and mass concrete complete all as specified and as directed. |
| 3 | M&L for brick work with sub class 'B' brick straight or curved on plan exc 6m means radius build in cement mortar 1:6 complete all as specified and as directed. |
| 4 | M&L for 15mm thick rendering on fair faces of brickwork in cement mortar (1:4), surface finished even & fair complete all as specified and as directed. |
| 5 | M&L for plain cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate as in benching, bed block, coping of manhole complete all as specified and as directed. |
| 6 | Extra for fair finish drain or channel of any girth in cement concrete, using extra cement, including forms moulds, mitred/stopped ends etc complete all as specified and as directed. |
| 7 | Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exc 25 cm in layer complete all as specified and as directed. |
| 8 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 9 | Excavating over areas, exc 1.5 m deep but not exc 3.00m deep in soft/ loose soil and getting out complete all as specified and as directed. |
| 10 | Removing of excavated materials to a distance n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point in soil complete all as specified and as directed. |
| 11 | M & L for PCC 1:1.5:3 type B1 using 20mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed. |
| 12 | M&L for RCC 1:1.5:3 type B1 using 20mm graded stone aggregate for Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. |
| 13 | M&L for mild steel TMT bar 8mm dia cut to length bent to shape required including cranking bending spirally for hooping for column, hooking end binding with binding wire and including mild steel wire(annealed) not less than 0.9mm dia complete all as specified and as directed. |
| 14 | S&F precast reinforced cement concrete cover slab in RCC(1:2:4) type B1 using 20mm graded stone aggregate set in cement mortar(1:6) complete all as specified and as directed. |
| 15 | M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM (1:4) as in drain, manholes etc complete all as specified and as directed. |
| 16 | M&L for Loose filling with stone aggregates of gauge 80 to 150 mm in Recharge pit complete all as specified and as directed. |
| 17 | M&L for Loose filling with stone aggregates of gauge 40 to 80 mm in Recharge pit complete all as specified and as directed. |
| 18 | M&L for gravel filling in Recharge pit complete all as specified and as directed. |
| 19 | M&L Sand filling in Recharge pit complete all as specified and as directed. |
| 20 | Boring/ drilling bore well perfectally vertical for the specified depth to receive required dia for casing/strainer pipe by suitable method prescribed in IS:2800 (Part I) including collecting samples from different strata, preparing and submitting strata chart/bore log including hire & running charges of all equipments, tools, plants & machineries required for the job, complete all as specified and as directed. upto 90 metre depth below ground level |
| 21 | Supplying, assembling,lowering and fixing in vertical position in bore well, slotted casing pipe made from ISI marked GI pipe (plain) medium class in 4 to 7 meters length one end fitted with socket as per IS:1239 (Part-1 & Part-2) 1992 with Ivth revision (having slot of size 1.6/3.2 mm) of reputed and approved make including hire and labour charges, fitting and accessories all complete for all depths as per direction of Engr-in-charge |
| 22 | Providing and fixing on wall face or under floor UV stabilized Unplasticised rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS:13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion etc complete 18.76.2 110mm dia pipe |
| 23 | Providing and fixing on wall face or under floor UV stabilized Unplasticised rigid PVC pipes 200mm dia pipe complete all as specified and as directed. |
| 24 | Providing and fixing PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter 110mm Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 11, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 22 daysSep 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysSep 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 29 daysTender Documents
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