Defence Statutory Bodies & Commissions/Committees Closing in 8 days TDR #56940931

Tender For Provn Of Training Area For Qrt Behind Security Section And Training Ground At Afk9 Squad At Af Stn Mohanbari

Issued by Statutory Bodies & Commissions/Committees · Dibrugarh, Assam
Tender Value
43 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
8 days left
EMD
46000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Dibrugarh → Assam
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Provn Of Training Area For Qrt Behind Security Section And Training Ground At Afk9 Squad At Af Stn Mohanbari

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 14-Aug-2026 Amendment Other 31-Aug-2026

BOQ

Name of Work:- PROVN OF TRAINING AREA FOR QRT BEHIND SECURITY SECTION AND TRAINING GROUND AT AFK9 SQUAD AT AF STN MOHANBARI
Sl. No. Item Description
1Surface dressing n.exc 15 cm deep in soft/loose soil complete all as specified and directed.
2Excavating in trenches, n.exc 1.50 m wide and n.exc 1.50 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in soft and loose soil complete all as specified and directed.
3Excavating over areas n.exc 1.5 m deep and getting out in soft and loose soil complete all as specified and directed.
4Excavating in post holes (or similar holes) each n.exc 0.5 Cum, getting out in soft/ loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers notexceeding 25 cm complete all as specified and directed.
5M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded aggregate crushed stone aggregate as in foundations/ mass concrete complete all as specified and directed.
6M&L for treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (area of the sub structure in contact with backfill to be measured) complete all as specified and directed.
7Use and waste for 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 for rough finished surfaces complete all as specified and directed.
8Use and waste for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surfaces complete all as specified and directed.
9Use and waste for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc for rough finished surfaces complete all as specified and directed.
10Use and waste for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings, shelves and similar work n.exc 200mm thick (Horizontal or sloping) complete all as specified and directed.
11M&L for 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 clip complete all as specified and directed.
12All as Item No. 11 here in before but 6mm to 8mm dia bars complete all as specified and directed.
13All as Item No. 11 here in before but 6mm to 10mm dia bars as in stirrups, spacers and binders complete all as specified and directed.
14M&L for RCC type A-1 (1:1.5:3) (Using 20mm graded crushed stone aggregate) 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.
15M&L for reinforced cement concrete type A-1 (1:1.5:3) (Using 20mm graded crushed stone aggregate) as in column, pillar, piers, posts, struts etc complete all as specified and directed.
16M&L for reinforced cement concrete type A-1 (1:1.5:3) (Using 20mm graded crushed stone aggregate) as in beam, lintel beam, coping etc complete all as specified and directed.
17M&L for reinforced cement concrete type A-1 (1:1.5:3) (Using 20mm graded crushed stone aggregate) as in slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
18Moorum/red bajri filling in floors or pavings, laid in layers n.exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
19Hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface for plinth protection/ under floor complete all as specified and directed.
20M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
21M&L for brick work with sub class 'B' bricks(old size), straight or curved on plan exceeds 6m mean radius,built in cement mortar 1:4 complete all as specified and directed.
22M&L for half brick thick brick work with sub class 'B' bricks(old size) straigth or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed.
23M&L for rendering 15mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished the surfaces even and fair without using extra cement and using water proofing compound as per manufacturer instruction complete all as specified and directed.
24Supply only liquid water proffing compound as required complete all as specified and directed.
25M&L for Steel work in tubular/hollow as in trusses, purlin, rafter etc conforming to IS-4923 grade YSt.-310 complete all as specified and directed.
26M&L for first class hardwood (Teak Wood, Sheeshm, Sal Wood, Mahogany etc) wrought type framed and fixed for scantling or similar work complete all as specified and directed.
27M&L for Holes round, drilled or cut in soft wood of dia or side n.exc 15mm complete all as specified and directed.
28M&L for Plates (plain) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe-290 (Gde E-165) complete all as specified and directed.
29M&L for 8mm dia 100mm to 125mm long galvanised, coach or drive screws (without washers) complete all as specified and directed.
30S&F for Pre-painted galvalume aluminium zinc coating GI based corrugated/semi 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 screw complete all as specified and directed.
31M&L for 100 mm thick PCC (1:4:8) type D-2 (Using 40mm graded stone aggregate) as in sub base of floor complete all as specified and directed.
32M&L for 40 mm thick PCC (1:2:4) type B-0 (using 12.50mm graded stone aggregate) as in sub base of floor complete all as specified and directed.
33M&L for machine cut kota stone flooring 20-25mm thick (size Min 550mm x 550mm) over 20mm thick screed base in cement mortar 1:4 laid and jointed in grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing (Granite Finish Polishing) complete all as specified and directed.
34All as item No. 33 here in before but in skirting with and including 10mm thick rendering on fair faces of brickwork in cement mortar 1:4 complete all as specified and directed.
35S&F for framed work such as framed and hung as gates, including pintle hinges,stops, hand-made sliding bolts, etc conforming to Fe.290.Gde-E-165 complete all as specified and directed.
36M&L for preparing newly plastered surfaces and Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as specified and directed.
37M&L for preparation of new surfaces of steel and steel based materials of any descriptions not otherwise described over 10Cm width or girth & applying two coat of synthetic enamel paint complete all as specified and directed.
38M&L for preparation of new surfaces of wood and wood based materials of any descriptions not otherwise described over 10Cm width or girth & applying two coat of synthetic enamel paint over a coat of pink primer complete all as specified and directed.
39M&L for preparation of new surfaces of brick/ concrete/ stone surface (Road Kerb Stone) and applying two coats of synthetic enamel paint over a coat of primer of any description over exceeding 10 cm in width or girth complete all as specified and directed.
40S&F for 20mm outer diameter CPVC pipes SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and directed.
41S&F for Brass elbow (3/4 x1/2) for CPVC pipe outer diameter 20mm complete all as specified and directed.
42S&F for Brass tee for CPVC pipe outer diameter 20mm complete all as specified and directed.
43S&F for Female Brass Threaded Adaptor for CPVC pipe outer diameter 20mm complete all as specified and directed.
44S&F for chromium plated fancy type Bib taps for 15 mm bore pipe complete all as specified and directed.
45S&F for 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to wall complete all as specified and directed.
46S&F for PVC (SWR) bend any radius 110mm bore complete all as specified and directed.
47S&F for PVC (SWR) junction single (single T) equal or unequal 110mm bore complete all as specified and directed.
48M&L for plain cement concrete type B-0 (1:2:4) (Using 12.50mm graded crushed stone aggregate) as in coping, benching etc complete all as specified and directed.
49M&L for 200mm dia Reinforced concrete pipes, class NP-3, laid and jointed with collars complete all as specified and directed
50M&L for Concrete bed Type C-2 (1:3:6) (Using 40mm graded crushed stone aggregate) to 200mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. Please Enable Macros to View BoQ information
51M&L for Concrete bed Type C-2 (1:3:6) (Using 40mm graded crushed stone aggregate) to 200mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56940931
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 43 Lakhs
LAST DATE 31-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Provn Of Training Area For Qrt Behind Security Section And Training Ground At Afk9 Squad At Af Stn Mohanbari
Basic Detail
Tender No 8001/833/E8
Bidding Type Tender
Location
City Dibrugarh
State Assam
Key Dates
Publish Date 14 Aug 2026
Submission Date 31 Aug 2026
Open Date 01 Jan 0001
Finance
Tender Value 43 Lakhs
Tender Fee 500
EMD 46000
Exemption Available
Document List
BOQ_878128.xls
e605c205-ce0f-4436-abbc-bdd76ac91567.html
Tender.pdf
Tendernotice_1 (7).pdf

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Tender Timeline

Aug 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 31, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 8 days
Aug 31, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 8 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_878128.xls

html

e605c205-ce0f-4436-abbc-bdd76ac91567.html

pdf

Tender.pdf

pdf

Tendernotice_1 (7).pdf

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