Tender For Provision Of Parking Shed For Light Vehs Alongwith Hard Standing And Provn Of Septic Tank And Sockage Well For Bldg No. T-42 At Tangtse Under Ge 860 Ews
Tender Value
47.47 Lakhs
Estimated cost
Bid Submission
08 Sep 2026
19 days left
EMD
95000
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 Provision Of Parking Shed For Light Vehs Alongwith Hard Standing And Provn Of Septic Tank And Sockage Well For Bldg No. T-42 At Tangtse Under Ge 860 Ews
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas, n exc 1.5m deep and getting out in any kind of soil soil complete, all as specified. |
| 2 | Excavation over areas, above 1.5m and n exc 3.0m in deep and getting out in any kind of soil. |
| 3 | M&L for 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. |
| 4 | M & L for walling of random rubble, uncoursed and soildly hearted builtin cement mortar 1:4 completed all as specified and shown on drawings |
| 5 | M&L walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work |
| 6 | M&L for Loose filling with aggregates of gauge 80 to 150 mm in soakage pits, soakage wells and shown on drawings. |
| 7 | M&L for 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. |
| 8 | 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | M&L for Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soilding spreading, leveling, watering and well ramming in layers not exceeding 25 cm in soil. |
| 12 | 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. |
| 13 | 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. |
| 14 | M&L Concrete bed 1:4:8 type D-2 to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested bore of pipe in 110 mm.complete all as specified and directed by Engr in Charge. |
| 15 | S&F 110mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engr-in-Charge. |
| 16 | S&F PVC(SWR) pipes single socketed in any length 75 mm dia with rubber joints fixed to walls complete all as specified and directed by Engineer in Charge. |
| 17 | S&F PVC(SWR) vent cowl of dia 75 mm complete all as specified and directed by Engineer in Charge. |
| 18 | M&L Precast cement concrete block masonry in foundation type C1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10cm in width and, setting in cement mortar 1:4 complete all as specified and directed by engr-in-charge. |
| 19 | Rendering 15mm thick in CM 1:4 using water proofing compound as per manufacturer's instruction in two layers, finished even and smooth surface without using extra cement - External Plaster (WPC measured and paid separately) complete all as specified and directed. |
| 20 | Supply only water proofing compound and used as manufacturer complete all as specified and as directed.Engr-in -charge |
| 21 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; for rough finish and flat surfaces not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed. |
| 22 | M&L for formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, rough finished surfaces of concrete complete all as specified and as directed. |
| 23 | M&L mild steel TMT bars 6mm to 8mm 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 clip complete all as specified and as directed. |
| 24 | M&L for Reinforced cement concrete of M-25 (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 |
| 25 | 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. |
| 26 | M&L for pre-cast cement concrete in cover slabs (for main holes etc) set in cement mortar 1:4 type B1 1:2:4 (20 mm graded agg) complete all as specified by Engr-in-Charge. |
| 27 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in hard/dense soil. |
| 28 | M&L steel work in tublar trusses incl special shaped washers etc complete using ERW or including butt welded tubes conforming to I.S. 1161-1979 Grade St-240 |
| 29 | M&L for rolled mild steel as in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc |
| 30 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 31 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 32 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm long |
| 33 | M&L for preparing new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide. |
| 34 | Excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m depth for foundation and getting out in hard/dense soil complete. |
| 35 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregate) as in foundation, filling and mass concrete complete. |
| 36 | M&L Precast cement concrete block masonry type C1 1:3:6 (20mm graded aggregate) with solid blocks, exc. 10cm in width and, setting in cement mortar 1:6 complete all as Specified. |
| 37 | Providing, cement concrete B1 1:2:4 (using 20 mm crushed stone aggregate as in coping complete all as specified and directed by Engr-in-Charge |
| 38 | M&L for preparation of new plastered surfaces and apply two coats of cement base paint over a coat of primer complete all as specified and directed. |
| 39 | Surface execvation n exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil. |
| 40 | M&L hardcore of guage n. exc. 63 mm , deposited, spread and levelled in layers n. exc 15 cm thick , watered and rolled / rammed to a true surface |
| 41 | M&L 100 mm thick cement concrete type C-2 1:3:6 (40 mm graded aggregate )in sub base in floors complete all as specified. |
| 42 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed. |
| 43 | M&L for providing cement concrete type B-1, 1:2:4 (20 mm graded aggregate) as in sides of interlocking paver blocks complete all as specified and directed. |
| 44 | M & L for 75 mm thick PCC (1:3:6) type C2 using 40mm graded stone aggregate as in plinth protection finishing the surface even and smooth without using extra cement Complete all as specified and directed. |
| 45 | M & L for 75 mm thick PCC (1:3:6) type C2 using 40mm graded stone aggregate as in plinth protection finishing the surface even and smooth without using extra cement Complete all as specified and directed. Please Enable Macros to View BoQ information |
| 46 | M & L for 75 mm thick PCC (1:3:6) type C2 using 40mm graded stone aggregate as in plinth protection finishing the surface even and smooth without using extra cement Complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysSep 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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