Engineering Projects India Limited Tender

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Engineering Projects India Limited Tender

Works
Civil And Construction
Building Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date22 Dec 2023
Closing Date8 Feb 2024
Tender Amount₹ 1,42,00,000 
Notes
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Costs

Description

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Andhra Pradesh
Documents
Civil and Architectural works for SHO and MI building for the project of Provision of Administrative and Logistic Infrastructure under WP07 and WP5b At Naval Station Rambilli Visakhapatnam civil works01
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BOQ Items

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Chipping out pile upto cut off level including disposal upto a distance of 50 m all as specified and directed.

11.96

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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m

1146.07

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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:(Surface Excavation)

1146.07

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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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

129.12

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Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. Soft/loo- soil

92.4

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Super structure

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Sand filling under floors or in foundations including watering and consolidation

280.11

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M& L 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)

623.91

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M& L Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface

871.17

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M& L Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area

199.62

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M& L Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall

199.62

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M& L Plain Cement Concrete (PCC) 1:4:8 type D-2 (using 40mm grade Granite Stone aggregate) as in foundation filling & mam concrete.

69.15

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M& L Plain Cement Concrete type C-2 1:3:6 (using 40mm grade Granite Stone aggregate) 75mm thick finished even & smooth w/o using extra cement complete all as specified and directed

14.97

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M&L for Reinforce Cement Concrete (Design Mix RMC) Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete M:40 Cement Content Minimum 350kg/cum as per Design mix nothing extra to be paid for richer mix

252.84

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M&L for Reinforce Cement Concrete (Design Mix RMC) Parapet Wall,Retaing wall , etc. or in similar articles upto 5th floor level M:40

18.32

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M&L for Reinforce Cement Concrete (Design Mix RMC) Beams, cantilevers, lintels, columns pillars,piers, posts, struts,chullah hoods, stair case,arches, domes, vaults,shell roofs, arch ribs, folded plates, slabs,balconies, canopies, deckslabs etc. or in similar articles upto 5th floor level M:40

113.94

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M&L for Reinforce Cement Concrete (Design Mix RMC) Beams, cantilevers, lintels, columns pillars,piers, posts, struts,chullah hoods, stair case,arches, domes, vaults,shell roofs, arch ribs, folded plates, slabs,balconies, canopies, deckslabs etc. or in similar articles upto 5th floor level M:40

59.88

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M&L for Reinforce Cement Concrete (Design Mix RMC) Beams, cantilevers, lintels, columns pillars,piers, posts, struts,chullah hoods, stair case,arches, domes, vaults,shell roofs, arch ribs, folded plates, slabs,balconies, canopies, deckslabs etc. or in similar articles upto 5th floor level M:40

27.49

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M&L for Reinforce Cement Concrete (Design Mix RMC) Beams, cantilevers, lintels, columns pillars,piers, posts, struts,chullah hoods, stair case,arches, domes, vaults,shell roofs, arch ribs, folded plates, slabs,balconies, canopies, deckslabs etc. or in similar articles upto 5th floor level M:40

3.44

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M&L for Steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter for flat rough finished surfaces of concrete, complete all as specified and as directed. Rough finished surfaces of concrete.

665.42

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M&L for Steel formwork to sides of faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter Rough finished surfaces of concrete.

366.4

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M&L for Steel formwork to sides of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping )

937.45

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M&L for Steel formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening, the formwork soffit only shall be paid for under item 07010)

1

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M&L for Steel Formwork to chullah hoods, cha jjas, troughs and similar items in cluding edges

45.86

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M&L for Steel Formwork to sides and soffits of floor or roof beams, beam haunch ings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc

416.64

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M&L for Steel Formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing

1

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M&L for Steel Formwork to sides of pillars, posts, struts, piers, columns and stanchions

306.11

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M&L for Reinforcement using TMT CRS bars of Grade Fe–500D of 6mm to 8mm dia only, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.

64614

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Brick work with Fly Ash brick modular bricks of class designation 7.5 in foundation and plinth in: superstructure above plinth level Cement mortar 1:6 (1 cement : 6 coarse sand)

150.79

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Brick work with Fly Ash brick modular bricks of class designation 7.5 in foundation and plinth in: superstructure above plinth level Cement mortar 1:4 (1 cement : 4 coarse sand)half brick thick walls, built in

1574.25

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M&L Rendering in CM 1:3, 5mm , thick on fair faces of brick work or concrete ceiling surfaces finished even & smooth .

700.06

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M&L Rendering in CM 1:6 , 5mm over CM 1:6 10 mm, thick on fair faces of brick work or concrete surfaces1:6 finished even smooth External

844.35

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M&L Rendering in CM 1:6 , 10 mm, thick on fair faces of brick work or concrete surfaces1:6 finished even smooth Internal 3mm thick wall care putty on wall

1760.4

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M&L white wash on Ceilings 3 coats incl Preparation of New Plastered surface

490.86

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M&L white wash on wall 3 coats incl Preparation of New Plastered surface

404.13

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M&L Two Coats of Acrlic washable distemperover primer , Walls

453.2

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M&L Exterior Emulsion 2 coats over primer

850.7

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M&L Two coats of anti-corrosive paint over coat of primer on ceiling surfaces -T7

52.68

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M&L Painting with Synthetic Enamel paint two coats over a coat of pink primer incl preparation of new Wooden surfaces

10

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M&L Painting with Synthetic Enamel paint two coats over a coat of red oxide or zinc primer incl preparation of new Steel surfaces

277.92

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S& F Aluminium anodised,barrel tower bolts of ex truded section and fixed 300mm long/size

146

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S& F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed 375mm &300mm

73

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S& F Extruded aluminium alloy handles, fabricated type, anodised,150mm size

146

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S& F Mortice lock, vertical type, size 100 mm

60

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S& F Floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor size 150 mm

30

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S& F Door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed

40

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Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel boltsetc., of required size, on the top of floor or the side of waist slab with suitable arrangement

419.4

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Supply and fixing to existing door frames 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames, complete as specified by the manufacturer and as per directions of Engineer- in-charge.

35.28

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Supply and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminte shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame., complete as specified by the manufacturer and as per directions of Engineer-in-charge.

105

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S& F Steel door including projecting type hinges, steel handle, complete,with glazing bars, dovetailed or welded

6.3

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Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate,etc., complete, as specified,supplied and fixed -105 x 60mm

14.4

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S& F Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.

836.25

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S& F Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) for shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws all complete as per architectural drawings and the directions of Engineer-in-Chief.

836.25

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S& F Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane With float glass panes of 4.0 mm thickness

89.7

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S& F Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane With float glass panes of 5.50 mm thickness

91.14

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S& F Anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-Charge.

2866.97

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M&L Cement concrete type B-1, 1:2:4 (20mm graded aggregate) 50mm th complete all as specified and directed

38.47

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M&L Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors(With grey cement and pig- ments)

42.02

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M&L Screed bed or bedding layer of mortar 15 mm thick in CM1:4 for laying floor finishes complete all as specified and directed

788.48

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M&L Screed bed or bedding layer of mortar 15 mm thick in CM1:4 for laying floor finishes complete all as specified and directed(Add or deduct from item 14009 for each 5mm thickness overorunder15mm)

127.72

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M&L Machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete

127.72

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M&L Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed

63.52

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M&L Virified Ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match(Light Shade ) complete all as specified and directed

691.27

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M&L Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with ditto as per item 13014 complete all as specified and directed

12.1

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M&L Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and directed

862.48

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M&L Rendering 10mm thick on fair faces of brick work or concrete surfaces cement plaster 1:3 for backing coat to skirting /dado complete all as specified and directed

928.58

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M&L Providing and fixing Gypsum Board 12mm thick in ceiling fixed with screw as per manufacturers instructions

613.05

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M&L Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre. →

613.05

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M&L Hangers 6mm dia GI (upto 1200mm length adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flate 40X30mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete all as specified.

613.05

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M&L GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. suspended on inter locking metal grid of hot dipped galvanized steel sections

43.08

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M&L APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on primed surface by forced application complete all as specified Applying evenly a tack coat of in dustrial bitumen 85/25 at the rate of 1.2 kg per sq.m including cleaning surfaces

840.3

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M&L Screed bed or bedding layer of mortar 5 mm thick for laying floor finishes 1:3

840.3

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M&L Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories)

56.45

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M&L Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 Sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 Sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

15

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M&L Rotational moulded polye thylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I HDPE Tank 500 Liters

1

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M&L Rotational moulded polye thylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified in SSR Part I HDPE Tank 500 Liters HDPE Tank 1000 Liters

4

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