Defence Research And Development Organisation Tender
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The DRDO has issued a formal invitation for competitive bids for the Defence Research And Development Organisation project, for Construction Of Boundary Wall At Cdef Drde Borkhedi Site Nagpur in Nagpur, Maharashtra, with an estimated contract value of Rs. 21,69,00,000. The bid opening date for this tender is 05-07-2025 and the last date for bid submission is 24-07-2025. Interested bidders for Defence Research And Development Organisation tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Defence Research And Development Organisation - DRDO Tender
Opening Date5 Jul 2025
Closing Soon24 Jul 2025
Tender Amount₹ 21,69,00,000
Technical
Technical
Additional Eligibility
Class Of Bidder
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COMPOSITE CLASS-I(A)/ CLASS-I (AA)/CLASS-I (AAA)/ CLASS-I(SUPER)
Bid Capacity
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The formula for Bidding Capacity is (A x N x 2) – B.
Technical Capacity
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The required prior work experience for the bidder includes having three Graduate engineers with a minimum experience of 5 Years and Five diploma Engineers with a minimum experience of 8 Years. However, the specific prior work experience for the bidder in terms of years or amount is not explicitly stated. The experience of similar works executed by the tenderer is considered, but the exact amount and percentage of similar works completed are not mentioned. No specific values or percentages of similar works completed are provided.
Costs
EMD
₹ 43,38,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DRDO_867568_1Tender No
80926 CCE NGP CDEF BRKD BW 2025 26Tender Authority
Defence Research And Development Organisation ViewPurchaser Address
-Website
http://https://www.drdo.gov.in/home
GEM & Bid Advisory Services
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Documents
BOQ Items
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Hard rock (blasting prohibited)
10
1173
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
6560
250
-
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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
-
-
-
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Ordinary rock
6296
514
-
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Hard rock (blasting prohibited)
262
1262
-
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
3765
141
-
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
Ordinary or hard rock
262
163
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
970
5735
-
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
150
8296
-
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Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete
7550
302
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
345
651
-
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Suspended floors, roofs, landings, balconies and access platform
60
709
-
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
11505
575
-
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Columns, Pillars, Piers, Abutments, Posts and Struts
16375
718
-
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Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all height & level..
Thermo-Mechanically Treated bars. Fe-500D or more
422087
109
-
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
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All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum
2825
8668
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All works above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum
1735
10075
-
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Add for using extra cement in the items of design mix over and above the specified cement content therein
912
968
-
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
1375
6198
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Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level
Cement mortar 1:6 (1 cement : 6 coarse sand)
4425
8575
-
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
32380
113
-
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
365
163
-
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Providing and fixing in position precoated colour sheeting in roof & wall in galvanised steel 24G. Effective width of panel will be 1000mm. Length of the panel can be varied from 2m to 11.7m. etc., all directed including self drilling screws, sealer tape, end and side laps as given below
Roof and wall panel shall be 24 gauge. Base material for colourcoated galvanized or galvalume substrate steel panels shall have minimum yield strength of 345 Mpa and will conform to the physical specifications of ASTM A-446 Grade D or A 792 or equivalent. The pure lead force zinc coating is a hot dip galvanization process conforming to ASTM A-792-AZ 150 (150 g/m) or equivalent IS:277. The painting shall be baked enamel polyster (white) or silicon polyster (coloured) with a film thickness of 1.0 mil. The reverse side shall be with 0.5 mil film thickness.
10
526
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Rib, Roof & Wall panel shall have minimum 45mm deep major ribs which taper in width from 30mm to 77mm and are spaced maximum 250mm c/c. Between major ribs additional minor ribs are stiffeneing ribs spaced at maximum 83mm c/c.
Self drilling screws meeting Australian and International standard AS 3566 Class 3 (Mar 2002), with ShankGuard & Hi Grip with EPDM Washers, hexagonal Head with Chimseal 3 coated. For crest fixing: 12G x 14TPI x 55mm Hi Teks Screws ii) For Cladding 12G x 14TPI x 30mm Hi Teks Screws iii) For Over Lapping Sheets 10 G x 16 TPI x 16mm. All screws shall have hex heads, be colourcoated to match roof or wall panels. All Hi Teks screws shall be crest fixed only.
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Ultimate average pullout loads on Buildex Teks Screws shall be 7620 KN on pulin thickness of 2.4mm with gauge / TPI of 12-14.
Mechanical Properties of Buildex Teks 12 G Screw shall be minimum 8.8 KN Single Shear Strength, 15.3 KN Axial Shear Strength, 13.2 KN Torsional Strength Sealer for sidelaps, endlaps and self-flashing window shall be 6mm wide x 5mm thick , asbestos fibre filled, pressure sensitive butyle tape. The sealer shall be non-asphaltic, non-shrinking, non-drying and non-toxic and shall have superior adhesion to metals, plastics & painted surface at temperatures from 500C to + 1040C. Sealer shall be Anabond make or equivalent.
-
-
-
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12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
62520
287
-
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Extra Providing Grooves in Plaster work as per direction of engineer in charge.
35392
24
-
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
20 mm cement plaster
150
492
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Providing and Placing in position suitable PVC water stopper conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :Serrated with central bulb (225 mm wide, 8-11 mm thick)
120
313
-
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Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
Using rough kota stone.
60
1812
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Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in ecommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge: Using rough Kota stone
165
2321
-
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Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
62520
92
-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
1310
121
-
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
9830
307
-
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
90
2545
-
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Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar
45
1760
-
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Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
2740
4
-
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Dismantling barbed wire or flexible wire rope /Chainlink in fencing including making rolls and stacking within 50 metres lead
14235
26
-
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
-
-
-
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25 mm nominal outer dia Pipes
300
328
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32mm nominal outer dia Pipes
300
431
-
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40mm nominal outer dia Pipes
2000
570
-
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50mm nominal outer dia Pipes
13550
834
-
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65mm nominal outer dia Pipes
100
1478
-
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Providing and fixing ball valve (CPVC) of approved quality, High or low pressure, with all complete :
-
-
-
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25 mm dia
30
310
-
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50 mm dia
10
1212
-
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Providing and fixing gun metal non- return valve of approved quality (screwed end) :
-
-
-
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40 mm dia Horizontal / Vertical
5
2066
-
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50 mm dia Horizontal / Vertical
10
2990
-
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Providing and fixing C.I./PVC double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm dia
10
5674
-
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Providing and fixing C.I./PVC foot valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc all complete) : 65 mm dia
5
386
-
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reinforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :.
(a) With common burnt clay F.P.S. (non modular ) bricks of class designation 7.5.
10
2304
-
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Supplying, installation, testing and commissioning of Monobloc pumpset (water filled) 7.5HP and above, 400 volts, 3 phase, 50HZ, 1 stage, stainless steel having Discharge 210 LPM & 2900 RPM @ 52 metre head all complete as reuired direction by engineer in charge.
5
46757
-
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Conducting Geological Survey in the respective area for 2 bore wells up to 500 feet depth and submission of detailed report.
2
10964
-
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Drilling and developing of 200 mm dia Bore wells by DTH method in any type of soil, Conducting yield test as per V Notch method and submission of yield report, including filling of filter media clamps, MS Cover etc., complete.
340
150
-
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Providing and fixing MS Pipe for casing of 150 mm dia. With prforated and Pvc Screen in bore well all complete with direction of engineer in charge.
340
1573
-
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Supplying, installation, testing and commissioning of submersible pumpset (water filled / vertical type) 12.5HP / 9.3kW, 415 volts, 3 phase, 50HZ, up to 8 stage, stainless steel having discharge 60 to 420LPM @ up to 202 metre head and above & 2 no of GI wire of 8 SWG complete as reuired direction by engineer in charge.
2
57952
-
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Supply & fixing Upvc Column pipe Heavy Grade grade (20 kg/ sq. cm) of 50 mm dia. for bore wells.
340
469
-
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Design, fabrication, Outdoor panel with double door (IP56) with following Incoming outgoing etc., assembling, wiring, supply, installation, testing and commissioning of motor control centre shall be fabricated out of 14 gauge CRCA sheet steel in form in 3b formation with reinforcement of suitable size angle iron, channel ‘T’ sections irons and /or flats wherever necessary. Cable gland plates shall be provided on top as well as at the bottom of the panels. Panels shall be treated with all anticorrosive process (seven tank process) before painting as per specifications approved shade of powder coated paint. 2 Nos. earthing terminals shall be provided for 3 phase, 4 wire, 50 Hz supply system. Lifting hooks shall also be provided in case of large panels. Approval shall be taken for each panel before fabrication. Cadmium Plated hardware shall be used in fabrication of panels. Including suitable MS structure for installation of panel on ground /platform alongwith grouting / foundation etc.
5
73870
-
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Incoming
1 Nos. 100A, 4P MCCB, 25KA, thermal magnetic based release with O/L , S/C & E/F protection as per specification and with following accessories
-
-
-
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1 No. Digital MFM meter and 3 nos. CTs of ratio 100/5A , Class I accuracy and 10 VA burden. digital multifunction meter suitable to measure voltage, Ampere, Frequency, Power Factor with RS-485 Port 1 Set of phase indicating LED lamps with 2 amp back up
-
-
-
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Bus Bar
4P Aluminum bus bars of 150A capacity with heat shrinkable coloured sleeves and i/c, SMC bus bars supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of 25 KA for 1 sec.
20x6mm GI Earthing Strip
-
-
-
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Outgoings
1 Nos. MPCB of 40 Amp. Star Delta starter and Each compartment shall contain auto / manual selector swtich and indicating and pushbutton lamps, single phase preventer, relay.Outgoings 1 Nos. MPCB of 40 Amp. DOL starter and Each compartment shall contain auto / manual selector swtich and indicating and pushbutton lamps, single phase preventer, relay. 3 nos 10KA SPMCB for lighting and power
5
73870
-
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Submersible Cables
Supply, laying and commissioning of 1.1KV grade PVC insulated submersible 3cx6 sqmm copper conductor cable flat type suitabe for submersible pumpset conform to IS 694 complete as required.
360
354
-
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Monoblock pump Cables
Supply, laying and commissioning of PVC insulated Armoured Copper cable 3cx6 sqmm suitabe for pumpset conform to IS 694 complete as required.
50
649
-
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MV Cables
Supply, laying and commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor under ground cable, in built up cable trench/ already laid RCC hume pipe or on cable tray with all installation materials. When the cable is to be laid in ground, the same shall be laid at a depth of 750mm below ground level including excavation and refilling of earth after cables are laid, providing protection with sand and bricks at sides and top and cable route markers at every 15mtr. interval and also at the turnings. The cable shall conform to IS 7098
3.5C X 35 Sq.mm aluminium
-
-
-
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Suppy & laying in ground
500
985
-
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Suppy & laying in Tray/Trench/Hume pipe/GI Pipe
50
580
-
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Providing end terminations with Aluminium lugs, double compression type gland with neoprene gasket using Insulation tape, crimping tool etc complete as required. a) 3.5C X 35 Sq.mm
15
1328
-
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Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and excavation and refilling of earth providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
15
7053
-
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Supply and laying of following size earth strips including excavation and refilling of earth when laid in ground and with all fixing accessories when laid on the parapet with necessary interconnections with earth station and equipments.
-
-
-
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32 X 6mm GI Strip laid in Ground
100
222
-
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32x6mm GI Strip laid on surface
25
211
-
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Providing and fixing of 8 Swg GI wire on surface or in recess for connection etc as required.
50
33
-
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Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required.
a) 150 mm dia
90
686
-
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Providing and fixing in position FRP manhole cover With frame of required shape and approved quality Rectangular/Square shape 600x600 mm internal dimensions
5
12061
-
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Sechdule of Credit of old Hard Rock
272
200
-
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Sechdule of Credit of old RCC Pole Steel
4500
30
-
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Sechdule of Credit of old Barbed Wire & ChainLink fenching
14235
20
-
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Sechdule of Credit of old Angle Itron
2740
25
-
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Pune, Maharashtra