Defence Statutory Bodies & Commissions/Committees Closing in 2 days TDR #57239705

Tender For Providing Of Deficient Single Living In Accns For Sncos At Af Stn Ambala.

Issued by Statutory Bodies & Commissions/Committees · Ambala, Haryana
Tender Value
3.60 Crore
Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
4.35 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For Providing Of Deficient Single Living In Accns For Sncos At Af Stn Ambala.

BOQ

Name of Work:- PROVN OF DEFICIENT SINGLE LIVING IN ACCNS FOR SNCOS AT AF STN AMBALA.
Sl. No. Item Description
1SCHEDULE `A' PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only.
2Construction of single living in Accn for 24 Sgt, three stories (G+2) including scooter parking complete all as specified and shown on drawings
3Construction of single living in Accn for12 Warrant officer Rank, three stories (G+2) complete all as specified and shown on drawings
4Construction of garages for 6 car parking and 6 scooter shed single story complete all as specified and shown on drawings
5Construction of garages for 5 car parking and 19 scooter shed single story complete all as specified and shown on drawings
6Note: Schedule 'A' Part-II to XIII under Srl No. 2.01 to 2.14 are prepared by MES.
7Lump sum price worked out by the Contractor for “SITE CLEARANCE, EXCAVATION AND EARTH WORK\\"” as listed in Schedule ‘A’ Part II
8Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION\\"” as listed in Schedule ‘A’ Part III
9Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY\\"” as listed in Schedule ‘A’ Part IV
10Lump sum price worked out by the Contractor for \\"ROAD, PATH AND CULVERT” as listed in Schedule ‘A’ Part V
11Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY” as listed in Schedule ‘A’ Part VI
12Lump sum price worked out by the Contractor for “EXTERNAL ELECTRIC SUPPLY” as listed in Schedule ‘A’ Part VII
13Lump sum price worked out by the Contractor for “SEWAGE DISPOSAL ” as listed in Schedule ‘A’ Part VIII
14Lump sum price worked out by the Contractor for “AREA DRAINAGE ” as listed in Schedule ‘A’ Part IX
15Lump sum price worked out by the Contractor for “GATE WORK” as listed in Schedule ‘A’ Part X
16Lump sum price worked out by the Contractor for “HOT WATER SUPPLY ” as listed in Schedule ‘A’ Part XI
17Lump sum price worked out by the Contractor for “SUMMER APPLIANCES ” as listed in Schedule ‘A’ Part XII
18Lump sum price worked out by the Contractor for “DEMOLITION AND DISMANTLING” as listed in Schedule ‘A’ Part-XIII
19SCHEDULE `A' PART - XIV MISC ITEMS is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only.
20INTERNAL ELECTRIFICATION
21Supply and fixing of GI Pipe Bracket made out of galvanised Iron tubing 25 mm bore (dia), light grade, 1.50 metre long bent to shape as directed for fixing security light fitting including suitable size of clamps and applying two coats of aluminium paint over a coat of aluminium prime complete complete all as specified and directed by Engineer-in -charge
22Supply and fixing MCCB TPN 63 Amp, 'B' Curve type 16 KA, 240 Volt complete all as specified and directed by Engineer-in -charge.
23Supply and fixing MCCB TPN 32 Amp, 'B' Curve type 16 KA, 240 Volt complete all as specified and directed by engr-in-charge.
24Supply and fixing ventilation fan made of Engineering strudy Plastic body of size 250mm sweep, 1200 RPM 230 Volts single phase AC Supply with louvers complete with bolts and nuts and washers, suitably embedded in the wall including making suitable opening and provisionig of flexible copper cord three core PVC insulated & overall sheathed of size 0.50 sqmm from ceiling rose to exhaust fac complete all as specified and directed by Engr-in-Charge.
25INTERNAL WATER SUPPLY
26S&F Brass CP wall mixture 15mm bore three in one for mixing Hot and Cold water and connection to shower rose (L bend type) screwed down for iron pipe and fixed all as specified and as directed by Engr-in-Charge.
27ROAD PATH AND CULVERT
28M&L road line painting 100mm wide with golden yellow, white thermostatic compound with reflectorised glass beads on bitumen road providing and laying of hot applied thermostatic compound 2.50 mm thick including reflectrorised glass beads @ 250 gm per sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per IRC 35 including cleaning of old road marking paint, the finished surface to be levelled, uniform and free streaks and holes in addition where arrows of letters are to be provided thermostatic compound may be machine sprayed the colour of compound with traffic diversion arrangements complete all as specified and as directed.
29EXTERNAL WATER SUPPLY
30Supply, laying, jointing and testing of pipe ductile iron S/S including special class K-9 80 mm dia including rubber tightening joints complete all as specified and directed by Engineer-in -charge
31M&L for costruction of valve chamber of size 900 mm x 900 mm x 1050 (internal dimension mm incl necessary earth work in any type of soil, PCC foundation (1:3:6) type C2 40mm graded stone aggregate as in base concrete, brick work in CM 1:6 with 10 mm thick plaster internally and 15 mm thick externally in CM 1:4 , 6 mm thick MS cover with hinges and locking arrangement fixed to angle iron frame made out of 40x40x6 mm MS angles fixed to PCC coping with the same size of angle iron hold fast complete with 2 coats of synthetic enemal paint over one coat of red oxide primer on all metal works and three coats of white wash on all plastered surfaces of valve chambers complete all as specified & directed by Engineer-in -charge.
32M&L for costruction of valve chamber of size 450 mm x 450 mm x 600 mm (Internal dimension) incl necessary earth work in any type of soil, PCC foundation C-2 (1:3:6) type C2 40mm graded stone aggregate as in base concrete, brick work in CM 1:6 with 10 mm thick plaster internally and 15 mm thick externally in CM 1:4 , 6 mm thick MS cover with hinges and locking arrangement fixed to angle iron frame made out of 40x40x6 mm MS angles fixed to PCC coping with the same size of angle iron hold fast complete with 2 coats of synthetic enemal paint over one coat of red oxide primer on all metal works and three coats of white wash on all plastered surfaces of valve chambers complete all as specified & directed by Engineer-in -charge.
33M&L for Boring of holes 100 mm dia under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe 100mm dia, pressure rating complete all as specified and directed by Engr-in-Charge.
34EXTERNAL ELECTRIC SUPPLY
35Boring of holes under road/pavement/hard standing by trenchless technology, using ultra sound technique and necessary machine including material and labour for HDPE pipe of 100/150 mm dia suitable for 0.4 MPA working pressure. Wall thickness of pipe not less than 6.5 mm for 1.1KV Cable/ passing of water pipe line(i) Depth of Trench Le/ passing of water pipeline ss shall not less than 0.45 m from ground level unless other wise specifed due to site requirement and contractor has to maintain the depth of trenchless up to 1 m from ground level if required as per site conditions all rates quoted shall be deemed to be included to maintain the Trench less depth as directed during execution to avoid damages to the existing services.(ii) The cost quoted is deemed to be inculded for repairs rectification for damages done to the existing elecrtical communication and water supply system / Sewage System during execution of work.
36Supply, installation, testing and commissioning of LT feeder pillar box, factory made (Outdoor type), double door, slopy canopy made out of 3.15mm thick CRCA sheet and mounted on angle iron frame of size 65x65x6mm and 450mm high weather/dust proof, factory made, IP-54 with openable shutters on both sides front and rear having locking arrangements, totally enclosed weather proof, powder coated over a coat of primer suitable for 3 Phase, 4 wire 50 C/s, AC supply, electrically connected as per norms and fitted including connecting up all out going MCCB/MCB with suitable size of Alu bus bar with heat shrinkable sleeves or with stranded copper cable and fixing on suitable 'U' shaped PCC platform comprising of the following accessories complete.
37(a) Aluminium bus bar of capacity 200 Amps- 1 set 3 Nos phase, 1 No neutral (b) MCCB 100 Amps capacity 415 V, 25 KA 4P (Incoming)(c) MCCB 80 Amps capacity 415 V, 16 KA TPN- 01. nos (out going)(c) MCCB 40 Amps capacity 415 V, 16 KA TPN- 01. nos (out going) (f) Analog Voltmeter (0-500V) - 01 No(g) Analog Ammeter (0-200A) - 01 No (h) Cable glands of suitable size (j) LED Indicating lamp (set of 3 ) R, Y,B -01set.
38Supply and fix cable route indicator for LT cable with GI plate and GI pipe 50 mm bore dia having 1.20 metre long light grade showing MES LT cable and voltage including necessary earth work and cement concrete 1:2:4, 20 mm graded crushed stone aggregates block of size 20 CM x 20 CM x 20 CM complete all as specified and directed by Engineer-in-Charge.
39SEWAGE DISPOSAL
40M&L for 50 user's RCC Septic tank Conventional type 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, Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc.,complete with effective depth of 1.5 meter and overall depth of 3 meter. complete all as specified.
41M&L for soakage wells excavation, in any type of 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 of size 3.6 M dia X 6.0 M effective depth
42AREA DRAINAGE
43M&L for factory made PCC blocks of required size as in top bend of drain M-25 grade cement concrete set in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), complete all as specified and directed.
44SUMMER APPLIANCES
45Supply and fix desert cooler steel body electric driven (single phase) 3 speed motor rotation 950 RPM wattage consumed 490 watt, axial fan type, fan noise 68 db, auto louvers capacity having nominl area flow capacity 4000 cum per hour or nearest size including wheel under the cooler and knob operating system complete all as specified.
46Note :-Schedule of credit will be deducted from total quoted amount while calculating contract sum. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57239705
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 3.60 Crore
LAST DATE 17-09-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Providing Of Deficient Single Living In Accns For Sncos At Af Stn Ambala.
Basic Detail
Tender No CEWAC/AMB/T-08/2026-27
Bidding Type Tender
Location
City Ambala
State Haryana
Key Dates
Publish Date 27 Aug 2026
Submission Date 17 Sep 2026
Open Date 21 Sep 2026
Finance
Tender Value 3.60 Crore
Tender Fee 2000
EMD 4.35 Lakhs
Exemption Available
Document List
b14118e6-2afa-49d1-a713-3783e5e46c8f.html
BOQ_881529.xls
drawings.pdf
Tender.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Sep 21, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

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html

b14118e6-2afa-49d1-a713-3783e5e46c8f.html

xls

BOQ_881529.xls

pdf

drawings.pdf

pdf

Tender.pdf

pdf

Tendernotice_1.pdf

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