Defence Research And Development Organisation Tender

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Defence Research And Development Organisation - DRDO Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date14 Feb 2025
Closing Date7 Mar 2025
Tender Amount₹ 51,93,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of Soil.

6

123

740.4

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Supplying and flling in plinth with sand under foors, including watering, ramming, consolidating and dressing complete as directed by Engineer-in-Charge.

2

2066

4132.8

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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-) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

2

6628

13256

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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, illlets, sunken foor etc., up to foor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

1

9628

9628

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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 IS: 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 specifed cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specifed minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (a) All works upto plinth level. (i) Concrete of M-30 grade with minimum cement content of 350 kg /cum.

11

9395

103345

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars Fe 500.

750

104

78712.5

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Centering and shuttering including strutting, propping etc. and removal of form for the following items of RCC work at all depths and heights complete as per drawings. Specifications and as per direction of Engineer-in-Charge. (a)Foundations, footings, bases of columns, etc. For mass concrete.

3

381

1144.65

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All as per item No.1.09 above, But in Walls (any thickness) including attached pilasters, buttersses, plinth and string courses etc.

89

819

72957.75

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All as per item No.1.09 above, But in Suspended floors, roofs, landings, balconies and access platform.

8

902

7217.6

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12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) with a floating coat of neat cement punning.

103

412

42451.45

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Extra for providing and mixing water proofng material in cement plaster work in proportion recommended by the manufacturers.

200

21

4300

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Providing M.S. Foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 x 20 mm square bar.

16

530

8480

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Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.

8

3348

26786

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. Complete : For pipes 100 to 250 mm diameter

4

788

3154.2

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Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS :1536 : 150 mm dia pipe

7

1982

13874

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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

24

538

12930

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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. For Pipes exceeding 80 mm dia. but not exceeding 300 mm dia.

120

342

41118

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Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :and vent pipe. 150mm Diameter.

120

677

81240

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Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round PVC pipes including bed concrete as per standard design: 200 mm diameter SWG / PVC pipe.

120

1338

160596

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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With F.P.S. bricks with class designation 75.

9

12425

111831.75

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Hard Standing

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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50mtrs lead. For thickness of tiles 10mm to 25mm

429

71

30630.6

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Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

64

2368

151584

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

429

126

54204.15

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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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

43

6984

300350.7

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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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

64

8115

519401.6

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Chequered terrazo tiles 22 mm thick with graded marble chips of sizeup to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Medium shade pigment using 50% white cement, 50% ordinary cement .

429

1443

619282.95

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Misc Work (External Services)

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-

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.S. Sheet .

25.5

160

4092.75

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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.

170

5

935

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. Complete. Electric resistance or induction butt welded tubes.

170

189

32155.5

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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m² .

25.5

1417

36153.9

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand).

2

9092

18184.1

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12 mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) .

65

347

22600.5

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50gram/ltr, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (Two or more coats ) over and including water thinnable priming coat with cement primer having VOC content less than 50gram/litre.

65

180

11742.25

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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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) .

2

8115

16231.3

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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm.

23

1511

34764.5

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Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer - in - charge. 50mm average thickness.

430

249

107242

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Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and throughly washing with water and allowing it to dry. All complete as per direction of Engineer-in-Charge. Bars above 12mm diameter

1800

16

28800

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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-in-Charge complete in allarespect. Epoxy bonding adhhesive having coverage 2.20Sqm/kgof approved make.

430

277

119325

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Providing mixing applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement : 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-Charge. Note : Measurement and payment : The pre - measurement of thickness shall be done just after the surface preparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactory evaluated by sounding / tapping with a blunt metal instrument and /or the 75mm size cube crushing strength at the end of 28days to be not less than 30N/Sqmm2). 50mm average thickness in 3 layers.

430

1143

491490

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Providing and fixing hard drawn steel wire fabric of size 75 x 25mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-Charge.

430

878

377626

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Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand)

580

532

308908

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Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

3237

24

79306.5

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Providing and applying white cement based putty of average thickness 1mm, of approved and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

660

151

100221

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Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade : New work (Two or more coat applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90ltr/10Sqm

660

166

109890

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour: Old work (one or more coats)

2577

61

157197

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Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

31

7825

242579.65

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(a) Chipping the Screed Surface: Chipping the existing screed up to Mother slab (Sound surface) by Mechanical means and carting the same at ground floor at desired location. (b) Surface Preparation: The surface to be water proofed shall be perfectly clean and sound. Removing crumbly or loose parts, dust, cement laitance, form release agents, by mechanical Grinding, brushing, or high-water pressure as per the substrate condition. (c) Corner Treatment–Coving: Preparing the Coving at the junction of slab and vertical offsets with CM 1:3 admixed with Nitobond SBR Latex at the dosage of 3 L/bag of cement under. (d) Cracks Treatment: Chasing the cracks and cut open the same in V Groove and Cleaning the same with Air blower & with water then it shall fill with Nitoseal PU 50 Sealant/ Conbextra GP2/ Conbextra EP10 Low viscous Grout or equivalent as per the substrate condition.

408

980

399840

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(e) Injection Grouting (wherever required): Pressure grouting shall be done with Cebex 100 or equivalent plasticizing expandable cementitious grout admixture. The material shall be injected using 40 PSI injection grout pump with cement slurry mixed Cebex 100 at 225 gms per 50 Kg bag of cement. (f) Bore Packing/ Pipe Outlets: Preparing the inside surface of core and PVC by roughening using suitable file to get better adhesion prior to packing works. Packing the gap using non-shrink cement polymer-based grout using Conbextra GP2 or equivalent up to the surface of the bore whilst the Nitobond SBR is in tacky state. (g) Water Proofing System: Providing and applying single component pitch free polyurethane based coating of fosroc make Fosroc Nitoproof 600 PF or equivalent that cures by reaction with atmospheric moisture to form a tough but flexible waterproof membrane. The waterproof coating shall be elastomeric, seamless waterproof membrance applied in 2 coats @ 2 Kg / Sqm to formDFT of 1.2mm thick applied over the prepared surface that is coated with Fosroc Nitoproof WB Primer: The Polyurethane waterproof coating shall have the following properties:

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-

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1) Elongation (ASTM D412) 400% 2) Tensile Strength – (ASTM D412) – 2.5 N/mm2 3) Adhesion in-peel test – (ASTM C836) - 50N 4) Recovery from Elongation (ASTM D412) – 95% 5) Crack bridging as per C836 – 95- 2mm 6) Water permeability @ 5 bar, (BSEN 12390) – Nil. (h) Supplying and application of Geotextile of 120 GSM of approved make over the coated area for protection and separation Layer. Note:- Water proofing treatment shall carry a warranty of 05 (Five) years from the date of completion of the contract and issue of completion certificate. Final payment of this item shall be released on production BGB / FDR of equivalent value valid for a period of 05 years from the date of completion.

-

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-

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.

-

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-

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(a) 110 mm dia

10

367

3672

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(b) 160 mm dia

10

550

5500

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Schedule of Credit

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Credit for the Serviceable items obtained from item No.3.01 & 3.02

170

10

-1700



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