Tender For Providing Of 04Xseptic Tank And 04Xsoak Well At Base C -I Under Ge 873 Ews
Tender Value
42.68 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
11 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
Leh → Ladakh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of 04Xseptic Tank And 04Xsoak Well At Base C -I Under Ge 873 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas and n.exc1.5 mtr deep in hard/dense soil and getting out complete all as specified and directed. |
| 2 | Excavating over areas , exc. 1.5m deep and n.exc 3.00m deep in hard/dense soil and getting out complete all as specified and directed. |
| 3 | Excavating over areas , exc. 3.0m deep and n.exc 4.50m deep in hard/dense soil and getting out complete all as specified and directed. |
| 4 | Excavating in trenches in Hard /Dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed |
| 5 | M&L Plain Cement concrete Type B2 1:2:4 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified. |
| 6 | M&L for PCC 1:2:4 type B1 (using 20mm crushed stone agg), M-15 50mm thick, in coping, kerbs channels water through and the like incl weathering, slightly rounded or chamfered angle and throughting as directed chamfered necessary for work complete all as specified and directed. |
| 7 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Foundations, including rafts, footings, foundation beams; plinth beams; for columns, etc.; basement slabs, under-reamed and mass concrete complete all as specified and directed. |
| 8 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. |
| 9 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Slabs supported on beams and columns in roofs, landings, balconies, canopies, deck slabs shelves and the like complete all as specified and directed. |
| 10 | M&L of Pre-cast cement concrete block masonry with solid blocks, exc. 10cm in width and Set in cement mortar 1:6 ,Type C1 1:3:6 (20mm graded aggregate) complete all as specified and directed. |
| 11 | M&L for Rendering 15mm thick cement plaster with cement mortar(1:4) on fair faces of brickwork or concrete surfaces finished even and fair without using extra cement complete all as specified and directed. |
| 12 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batte complete all as specified and directed. |
| 13 | Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter exceeding 200mm thick complete all as specified and directed. |
| 14 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick(Horizontal or sloping) complete all as specified and directed. |
| 15 | S & F for mild steel bars 8mm dia TMT bar and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 16 | S & F for mild steel bars 10mm dia TMT bar and over, cut to length, bent to shaperequired, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 17 | S&F of Fe.290.Gde-E-165 Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming complete all as specified and directed. |
| 18 | S&F of 100mm bore of spun pipe dia Cast iron soil, waste and vent pipes in any length with or withoutears, with cement joints, but fixed to wall complete all as specified and directed. |
| 19 | S&F of 100mm bore of dia slotted vent cowl complete all as specified and directed. |
| 20 | S&F 110mm bore PVC (SWR) soil, waste and vent pipe single socketed in any length with rubber ring joints laid in floors or trenches complete all as specified and directed. |
| 21 | S&F of 110mm bore of dia slotted vent cowl AC complete all as specified and directed. |
| 22 | S&F of 700mm bore of pipe dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and directed |
| 23 | S&F of Reinforced concrete pipes Bore of pipe in 150 mm , class NP3, laid and jointed complete with collars complete all as specified and directed. |
| 24 | S&F of Reinforced concrete pipes Bore of pipe in 80mm ,class NP3 Bend laid and jointed, complete all as specified and directed. |
| 25 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 26 | Removal excavated materisal n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. |
| 27 | Plain cement concrete (1:3:6), type C-2 (40mm graded crushed stone agg) as in foundation all as specified and shown on drawings complete all as specified and directed. |
| 28 | M & L for walling of random rubble, uncoursed and soildly hearted builtin cement mortar 1:4 completed all as specified and shown on drawings complete all as specified and directed. |
| 29 | M7& L for Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed. |
| 30 | Loosing filling broken stone or boulders with coarse aggregate well graded of uniform size aggregates of gauge 150 to 250 mm in soakage pits , soakage wells complete all as specified and directed. |
| 31 | M&L Pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in manhole cover slab set in CM 1:4 complete all as specified and directed. |
| 32 | M & L Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 33 | Removing excavated material to a distance beyond 50 m and upto a total distance of 100 m.and depositing where directed at level not exc 1.5m above the starting point all as specified and as directed. |
| 34 | Plain cement concrete(1:3:6) type C-2 (using 40mm graded crushed stone aggregates) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore RCC NP3 pipe complete all as specified and directed by engr- in -charge complete all as specified and directed. |
| 35 | Supply only Integral water proofing compound complete all as specified and directed. |
| 36 | Cutting into existing manholes for connecting new drains, internal dia of pipe 150 mm making good to pipe & rendering cutting out existing benching for forming branch channel (1/2) to or 3/4 section in cement concrete (1:2:4) type B-1, smooth finished, complete all as specified and directed. |
| 37 | Mobilization & Demobilization : Transport of equipment from lab to site at different locaton for conducting the percolation test complete all as specified and directed. |
| 38 | percolation test at the designated location submission of test results and issuance of a detailed report indicatics and recommendations suitable for the design of septic tanks and soakage well complete all as specified and directed. |
| 39 | Note:- The followings drawings to be reffered for executin of septic tank & soakage well & manhole for itms Ser No 1.00 to 35.00(i) CELZ/TD/ST-3009 1/4, 2/4, 3/4 & 4/4 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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