Tender For Provn Of Septic Tank And Soakage Well For 14 Cosr Under Ge 865 Ews, Leh
Tender Value
25.55 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
4 days left
EMD
51100
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
leh → Ladakh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Provn Of Septic Tank And Soakage Well For 14 Cosr Under Ge 865 Ews, Leh
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches n exc 1.50m wide and n exc 1.50m in depth for foundation etc or for shaft wells, cesspits manholes pier holes etc n. exc 10 sqm on plan and n. exc 1.5m in depth and getting out in any type of soil, complete all as specified and directed. |
| 2 | Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed. |
| 3 | Removing excavated material (soil) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. |
| 4 | Concrete bed to 150mm drain pipes including packing under and haunching against the sides of pipes after they are laid and tested; in cement conctrete type C-2, 1:3:6, using 40 mm graded crushed stone aggregate, complete all as specified & directed. |
| 5 | 150mm dia bore (inner dia) double wall corrugated HDPE Pipe (SN-8) in any length including all fittings and jointing with eastomeric rubber link and coupler /other jointing materials laid in trenches or in floors, complete all as specified & directed. |
| 6 | Cutting into existing manholes for connecting new drains of 150-200mm internal dia pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required, complete all as specified and directed. |
| 7 | 75mm thick PCC 1:4:8 Type D-2 (40 mm graded stone aggregate) as in sub-base of floors, sub-bases, floors, pavings etc, complete all as specified and directed. |
| 8 | Precast reinforced cement concrete 1:1.5:3, type A-1 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articleswith plain faces set in CM 1:4 including necessary moulds/formwork, complete all as specified and directed. Note :- Reinforcement shall be measured and paid seperately under respective items. |
| 9 | MS TMT bars 10mm dia and over cut to length, bent to shape required, including cranking bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not les than 0.9 mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 10 | Precast cement concrete 1.3:6, type C-1 (using 20mm graded crushed stone aggregate) as in block masonry with solid blocks, exc. 10cm in width and setting in cement mortar 1.6, complete all as specified and as directed. |
| 11 | 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 finished the surface even and smooth without using extra cement, complete all as specified and directed. |
| 12 | PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork, complete all as specified and directed. |
| 13 | Soakage well of 3.0 mtr internal dia at top and min 3.60 mtr dia at bottom having min 4.50 mtr height of 380mm thick random rubble uncoarsed stone masonary wall in CM 1:6 with 150mm thick PCC 1:4:8, type D-2 (using 40 mm graded stone aggregato) below stone masonary at bottom and RCC slab using design mix M-25 with reinforcement 10mm dia bars @ 150mm C/C bothways cranked at 1/4 th of span including arrangement for manhole opening and manhole cover, inlet for 100/150mm dia pipe and rest all as specified as per Drg No CESZ/TD-1078/2011 sheet 1/1. Note: The rates includes excavation in hard/dense soil and construction of soakage well as per drg, connection of iniet pipe, 100 mm dia PVC vent pipe with cowl, returning filling and removing of surplus soli to a distance exc 50 mtr but n.exc 100 mtr from site. |
| 14 | Provn of 100 users RCC Septic Tank designed to carry sewage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab baffle walls and roof slab including beams etc with vent shaft manhole openings with cover connection etc complete as per TD CELZ/TD/ST-3009. Note: The rates indudes excavation in any type of soil and construction of septic tank as per drawing connection of inlet pipe, retuming, filling and removing of surplus soil to a distance exc 50 mtr but not exc 100 mtrs from site above the starting point after laying of pipes and testing complete including watering and well ramming in 25cm layers, complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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