Tender For Providing Of Septic Tank Alongwith An Adequately Designed Soakage Well For Emergency Dept, Icu And Acute Ward (Bldg No T-191) Of 303 Fd Hosp Under Para 35 Of Dwp 2020 At Tangtse Mil Stn For The Fy 2026-27 Under Ge 860 Ews
Tender Value
22.19 Lakhs
Estimated cost
Bid Submission
10 Sep 2026
17 days left
EMD
44500
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 Septic Tank Alongwith An Adequately Designed Soakage Well For Emergency Dept, Icu And Acute Ward (Bldg No T-191) Of 303 Fd Hosp Under Para 35 Of Dwp 2020 At Tangtse Mil Stn For The Fy 2026-27 Under Ge 860 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m depth for foundation in hard and dense soil, etc. or for shafts, wells, cesspits, manholes, pier holes, etc and n.exc 10 Sqm on plan and getting out in hard/dense soil complete all as specified and directed. |
| 2 | Returning filling in incl spreading leveling, watering, and well, ramming in layer n.exc 25 cm in layers in hard/dense soil complete all as specified and directed. |
| 3 | Removing excavated material (soil) to a distance n. exc50 m and depositing where directed at a level n. exc 1.50 m above the starting point complete all as specified and directed. |
| 4 | M&L for Reinforced concrete pipes, class NP2 of dia 200 mm , laid and jointed complete with collars in trenches complete all as specified. |
| 5 | M&L Concrete bed in cement concrete 1:4:8 type D-2(using 40mm graded crushed stone aggregate) to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested in complete all as specified and as directed. |
| 6 | M&L for Providing precast reinforced cement concrete type B1 1:2:4 (using 20mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc.) mangers, shelves and similar articles set in CM 1:6 complete all as specified and as directed. |
| 7 | M&L for mild steel TMT bars 10mm dia 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. |
| 8 | Plain cement concrete (1:4:8), type D-2 (40mm graded crushed stone agg) as in foundation,filling mass concrete all as specified and shown on drawings. |
| 9 | M&L for Pre-cast cement concrete block masonry Type C-1 (1:3:6) using 20 mm graded crushed stone aggregate with solid blocks, exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed. |
| 10 | M&L for Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in coping, benching bed plates and the line including necessary form work and finishing all exposed surface of concrete as per clause 4.11.16.2(a) of SSR Part-I(1991) complete all as specified and as directed. |
| 11 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 is to be finished even and smooth (with out using extra cement) complete all as specified and directed. |
| 12 | Surface dressing n exc 15cm deep in hard/dense soil complete all as specified and directed |
| 13 | Excavating over areas , exc. 1.5m deep and n.exc 1.50m deep in hard/dense soil and getting out |
| 14 | Excavating over areas , exc. 1.5m deep and n.exc3.00m deep in hard/dense soil and getting out |
| 15 | Excavating over areas , exc. 3.0m deep and n.exc 4.50m deep in hard/dense soil and getting out |
| 16 | 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 |
| 17 | M&L Plain Cement concrete Type B2 1:2:4 40 mm graded aggregate)in foundations, filling and mass concrete complete all as specified. |
| 18 | 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 |
| 19 | 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 |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 complete all as specified |
| 23 | Returning , fillingin, including spreading, levelling, watering and well rammering in layers not exc 25 cm thk in soft soil. |
| 24 | Removal excavated materisal n exc 50m and depositing where directed at a level n exc 1.5m above the starting point |
| 25 | 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 batter |
| 26 | 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 |
| 27 | Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick(Horizontal or sloping) |
| 28 | Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, an similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under item 07010 |
| 29 | 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 |
| 30 | 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 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders |
| 31 | Mild steel bars 10mm 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 |
| 32 | 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 to |
| 33 | S&F of 100mm bore of spun pipe dia Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, but fixed to wall |
| 34 | S&F of 100mm bore of dia slotted vent cowl |
| 35 | 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. |
| 36 | S&F of 700mm bore of pipe dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars all as specified and directed |
| 37 | S&F of Reinforced concrete pipes Bore of pipe in 150 mm , class NP2, laid and jointed complete with collars |
| 38 | S&F of Reinforced concrete pipes Bore of pipe in 150 mm ,Bend laid and jointed, complete |
| 39 | Loosing filling with gravels or crushed stones of uniform size aggregates of gauge 250 to 400mm in soakage pits , soakage wells |
| 40 | Loosing filling with coarse aggregate well graded of uniform size aggregates of gauge 150 to 250 mm in soakage pits , soakage wells |
| 41 | Excavation over areas, n exc 1.5m deep and getting out in hard/dense soil complete, all as specified. |
| 42 | Excavation over areas, above 1.5m and n exc 3.0m in deep and getting out in hard/dense soil. |
| 43 | Plain cement concrete (1:3:6), type C-2 (40mm graded crushed stone agg) as in foundation of Soakwell all as specified and shown on drawings. |
| 44 | M & L for walling of random rubble, uncoursed and soildly hearted builtin cement mortar 1:4 completed all as specified and shown on drawings |
| 45 | Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work |
| 46 | M & L for Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells and shown on drawings |
| 47 | Precast reinforcement cement concrete 1:2:4 type B-I (using 20mm graded crushed stone aggregate) as in cover slabs (for manholes etc.) chullas hoods, chajjas, shelevs and similar articles with plain faces, set in cement mortar 1:4 complete all as specified and as shown on drawings. |
| 48 | M&L for M-25 Slabs, supprorted on wall, beams and columnsin floor, roofs, landing, balconices, canopies, deck slabs and in shelves and like complete all as specified. |
| 49 | M & L Mild steel bars 10mm dia 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 all as specified and directed. |
| 50 | 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. |
| 51 | 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. |
| 52 | Removing excavated material to a distance beyond 50 m and upto a total distance of 250 m.and depositing where directed at level not exc 1.5m above the starting point all as specified and as directed. |
| 53 | M&L for form work to soffits of suspended slab such as roof slabs, floor slabs, landings and similar work n exc 200 mm thick (Horizontal or sloping) flat rough finished surfaces. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender