Tender For Provn Of Drainage (Approx 200 Mtr) In 69 Med Regt, Provn Of Rain Protection Shed, Pathway And Allied Works At 12 Hoshiar Singh Marg, Provn Of Overhead Shed At Main Gate At Delhi Area Signal Coy, Provn Of Septic Tank And Soakage Well At New
Tender Value
29.44 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
13 days left
EMD
58980
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Drainage (Approx 200 Mtr) In 69 Med Regt, Provn Of Rain Protection Shed, Pathway And Allied Works At 12 Hoshiar Singh Marg, Provn Of Overhead Shed At Main Gate At Delhi Area Signal Coy, Provn Of Septic Tank And Soakage Well At New Opd Complex Bhdc, Provn Of 8 No Of Scrub Sink At Bhdc And Provn Of Modular Kitchen At Md Accn Bldg, House No 65/11, Urban Village Under Ge (East) Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/loose soil complete all as specified |
| 2 | Removing excavated material/soil not exc. 50m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified |
| 3 | M&L for Cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) as foundations, filling and mass concrete complete all as specified |
| 4 | Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed |
| 5 | M&L for Cement concrete type B2 1:2:4 (using 20 mm graded stone aggregate) as in surface channels and drains finished even and smooth without using extra cement complete all as specified and directed |
| 6 | M&L for plain cement concrete type B1 1:2:4 (using 20 mm graded stone aggregate) as in plinth course, srting couse, parapets, kerb stone upto 60 cm height complete all as specified |
| 7 | M&L for Rendering 15mm thick cement plaster in 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement |
| 8 | S&F Factory made precast perforated heavy duty drain/ manhole covers including MS frame plate and including reinforcement as per IS 12592 : 2002 with size 1.00mtr x 0.50mtr x 75mm thickness complete all as specified and directed by Engineer-in-Charge. |
| 9 | Demolition of plain cement concrete in ground floor and paving n.exc. 15 cm thick below or above ground level and removal of debris outside MoD land complete all as specified & directed. |
| 10 | Supply and fixing factory made prepolished chequred cement concrete coloured tiles 300mmx 300mm and 20 to 22 mm thick, set jointed and pointed in neat cement slurry with grey cement mixed with pigment to match the colour of tiles, laid over and incl 20mm thick screed bed in CM 1:4, complete all as specified & directed. |
| 11 | Excavation of post holes (or similar holes) in Soft / loose soil each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exc 50m and making good final finished surface complete all as specified and directed. |
| 12 | Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.-240, complete all as specified and directed. |
| 13 | M&L for preparation of new steel or iron surface over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified |
| 14 | Pre-painted galvalume aluminum zinc coating GI based corrugated 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 |
| 15 | M & L for Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:6 complete all as specified and directed |
| 16 | M & L for OUT DOOR coloured ceramic heavy duty tiles 10 to 15 mm thick (square/ rectangular) area of each tiles not exceeding 0.16sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:6 complete tiles all as specified. |
| 17 | M&L for PCC (1:3:6) type C2 using 40mm graded stone agg as in foundations, filling and mass concrete, post holes etc, complete all as specified and as directed. |
| 18 | Excavating over areas, not exc 1.5 m deep and getting out in any type of soil complete all as specified and directed. |
| 19 | M & L for Hardcore of broken stone or boulders of gauge not exc. 63 mm, deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed. |
| 20 | M & L for 75mm thick cement concrete type D-2 1:4:8 using 40mm graded aggregate, as in sub base. complete all as specified and as directed by the Engineer-in-Charge |
| 21 | M&L for sand filling under floors or in foundations including watering and consolidation etc spread, levelled and rammed including watering complete all as specified and directed. |
| 22 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-40 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 usingPU 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 vall as specified and directed by Engr-in-Charge. |
| 23 | Provision of RCC Septic tank for 30 user of Dimension (L= 5000 mm and W = 1800 mm), depth designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in Walls 150mm thick with (12mm dia main bar @150 c/c and 10mm dia distribution bar 200 c/c), Base Slab 150mm thick with (12mm dia bar @150 c/c both ways), Baffle walls (150mm thick) and Roof Slab 125mm thick with (10mm dia main bar @150 c/c and 8mm dia distribution bar 200 c/c) including beams etc with Vent shaft , manhole openings with cover connection etc., complete with effective depth exceeding 1.5 meter and overall depth of 3 meter including combined, screen chamber (1200x600) and intercepting chamber as per Drg No TD/750 dt 21.03.18 Sh 1/2 & 2/2 enclosed herewith. |
| 24 | Provision of Soakage wells complete as per Drg No DZ-1124 R Sh 1/1 dt 12.02.03, 2.4m dia and 3.0m effective depth, Soakage wells excavation, in any soft/ loose soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as specified and directed. |
| 25 | M&L for returning, filling, including spreading, levelling, wateringand well ramming in layers not exc 25 cm on soft/loose soil complete all as specified and directed. |
| 26 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar incl cement conc bedding and haunching for 150 bore pipe complete all as specified and directed. |
| 27 | S&F 150 mm internal dia reinforced concrete pipes, class NP2, laid in trenches and jointed tested complete with collars as specified and directed. |
| 28 | M&L Concrete bed to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested in cement conc 1:3:6 type C-2 for 150 mm bore of pipe complete all as specified and directed. Please Enable Macros to View BoQ information |
| 29 | M&L Concrete bed to drain pipes incl packing under and haunching against the sides of pipes after they are laid and tested in cement conc 1:3:6 type C-2 for 150 mm bore of pipe complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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