Defence Statutory Bodies & Commissions/Committees Closing in 20 days TDR #57764502

Tender For Provn Of Parking With Plinth & Covered Shed Opp Main Office,Covered Shed For Waiting Area And Parking,02 X Septic Tank 200 Men Users With Soak Well Near Owt-95 & 96,01 X Bty Charging Shop,Urinal Point (04 X Urinal Point)Near Bldg No Owt-18

Issued by Statutory Bodies & Commissions/Committees · East Siang, Arunachal Pradesh
Tender Value
38.64 Lakhs
Estimated cost
Bid Submission
21 Oct 2026
20 days left
EMD
77300
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
East Siang → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Provn Of Parking With Plinth & Covered Shed Opp Main Office,Covered Shed For Waiting Area And Parking,02 X Septic Tank 200 Men Users With Soak Well Near Owt-95 & 96,01 X Bty Charging Shop,Urinal Point (04 X Urinal Point)Near Bldg No Owt-189(Trg Shell) At Sigar Mil Stn Under Ge 872 Ews

BOQ

Name of Work:- PROVN OF PARKING WITH PLINTH & COVERED SHED OPP MAIN OFFICE,COVERED SHED FOR WAITING AREA AND PARKING,02 X SEPTIC TANK 200 MEN USERS WITH SOAK WELL NEAR OWT-95 & 96,01 X BTY CHARGING SHOP,URINAL POINT (04 X URINAL POINT)NEAR BLDG NO OWT-189(TRG SHELL) AT SIGAR MIL STN UNDER GE 872 EWS
Sl. No. Item Description
1Surface dressing not exc. 150mm deep and getting out in Soft/Loose Soil, complete all as specified and as directed.
2Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
3Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, trenches for shafts, wells, cesspits, manholes, pier holes, cable etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
4Excavating over areas, n exc 1.5 m deep and getting out as in Soft/Loose Soil, complete all as specified and as directed.
5Excavating over areas, exc 1.5 m deep but n exc. 3.00 and getting out as in Soft/Loose Soil, complete all as specified and as directed.
6Excavating in post holes (or similar holes) each n. exc. 0.5 cum, getting out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc. 25 cm watering and removing surplus soil to distance n. exc 50 m and making good surface complete all as specified and directed.
7Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.
8Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.
9M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.
10M & L Gravel filling in floors or pavings, laid in layers n exc. 15 cm thick, spread,levelled, and blinded with earth and rammed including watering, complete all as specified & directed.
11M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
12M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
13M & L for Plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
14M & L for Plain cement concrete 1:3:6, type C-2 (using 20 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
15M&L Plain Cement Concrete type C-1, (1:3:6) (40mm graded crushed stone aggregate) as in Coping bed plate,hold fast etc,block benching,channeling slightly rounded or chamfered angle and throating including form work and finishing all exposed faces of cement concrete complete all as specified and as directed.
16M & L for Plain cement concrete 1:3:6, type C-1 (using 20 mm graded stone aggregate) as in bed blocks for fixing hold fasts etc. complete all as specified and directed.
17M&L for Precast reinforced cement concrete Type B-1 (1:2:4) (Using 20mm graded crushed stone aggregate) as in landings, cover slabs (for man holes, drain etc.) chullah hoods and similar articles with plain faces with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed
18M & L Reinforced Cement Concrete Type B1 (1:2:4) (20mm graded crushed stone aggregate) as in Slab supported on Walls, complete all as specified and as directed.
19M & L Reinforced Cement Concrete 1:2:4, Type B-1 (Nominal Mix) (using 20 mm graded stone aggregate) for columns ,pillars ,Piers ,posts and struts complete all as specified and directed.
20Material and Labour RCC (Nominal mix) 1:2:4 ( Using 20 mm graded crushed stone aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
21M & L Reinforced Cement Concrete 1:1.5:3, Type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in beams, cantilevers, lintels over 1.5m span complete all as specified and directed.
22M & L for Pre-cast cement concrete 1:3:6, type C-1 (using 20mm graded stone aggregate), block masonry with solid blocks of size 300x200x200mm or 300x200x100mm, having compressive strength of not less than 100 Kg/Sq Cm (As per IS-2185) exc. 10 cm in width and setting in mortar 1:6 complete all as specified and directed.
23M&L for 40mm thick damp proff course to horizontal or vertical surfaces in cement concrete 1:2:4, type B-0 using 12.5mm graded stone aggregate including necessary formwork complete all as specified and directed.
24S&F Use and waste for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.
25M&L Use and waste of Formwork to sides of Pillars, Posts, Struts, Piers, Columns and stanchions, flat, rough finished surfaces of concrete, ( complete all as specified and as directed.
26Formwork 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 all as specified & directed
27M&L Use and waste for Formwork to Sides and Soffits of Floor or Roof Beams, Beam Haunchings, Girders, Bres-Summers, Lintels, Cantilevers, Shelves including supports, overhangs, etc. also splays between floors and beams, etc., flat, rough finished surfaces of concrete, complete all as specified and as directed.
28M & L 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, complete all as specified & directed.
29S&F Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc., complete all as specified and as directed.
30S&F Anodised aluminium window and ventilator shutters, side hung type without sash bars, aluminium sections weighing 0.55 kg/m including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150mm long (1 no.). hinges type B-21 100mm long (2 no.) suitable handle (1 no.) complete all as specified and directed .Note:- Fixing of wire mesh and glass shall be measure and paid separately under relevant items.
31S&F 35mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides fitted to cowkhats complete all as specified and directed. Please Enable Macros to View BoQ information
32S&F 35mm thick Flush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sides fitted to cowkhats complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57764502
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 38.64 Lakhs
LAST DATE 21-10-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Parking With Plinth & Covered Shed Opp Main Office,Covered Shed For Waiting Area And Parking,02 X Septic Tank 200 Men Users With Soak Well Near Owt-95 & 96,01 X Bty Charging Shop,Urinal Point (04 X Urinal Point)Near Bldg No Owt-189(Trg Shell) At Sigar Mil Stn Under Ge 872 Ews
Basic Detail
Tender No 8915/E8
Bidding Type Tender
Location
City East Siang
State Arunachal Pradesh
Key Dates
Publish Date 29 Sep 2026
Submission Date 21 Oct 2026
Open Date 23 Oct 2026
Finance
Tender Value 38.64 Lakhs
Tender Fee 500
EMD 77300
Exemption Not Available
Document List
a0249c63-cbfb-4072-a42e-3983719475d6.html
BOQ_887487.xls
Tender8915.pdf
Tendernotice_1.pdf

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Tender Timeline

Sep 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Oct 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 22 days

Tender Documents

Download All (ZIP) ↓
html

a0249c63-cbfb-4072-a42e-3983719475d6.html

xls

BOQ_887487.xls

pdf

Tender8915.pdf

pdf

Tendernotice_1.pdf

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