Tender For Miscellaneous Engineering Works Of Zone A1 For The Years 2025,26 And 2026,27 I.E. 2 Years., Visakhapatanam-Andhra Pradesh

TDR : 52784698

Tender Notice
BOQ

25 Days Left

Visakhapatanam , Andhra Pradesh

Tender Brief : Tender For Miscellaneous Engineering Works Of Zone A1 For The Years 2025,26 And 2026,27 I.E. 2 Years.

Document Fees
₹ 1770 /-

EMD
₹ 364900.0 /-

Tender Value
₹ 2.64 Crore /-

Submission Date
05-01-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	Earth work in excavation for all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as required and as directed by the Engineer-in-charge, complete.
2	Surface dressing of the ground for all kinds of soil 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, as required and as directed by Engineer-in-charge, complete.
3	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 etc., as required and as directed by Engineer-in-charge, complete.
4	Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing etc., as required and as directed by Engineer-in-charge, complete.
5	Pumping out water caused by springs/tidal/river seepage/broken mains/drains etc.including hire of pumpset, operator, man mazdoor, hoses, priming/ fuel/ consumables, leads, lifts and all incidental works etc., as required and as directed by the Engineer-in-charge, complete.
6	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as required and as directed by Engineer-in-charge, complete.
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
8	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
9	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)
10	1:5:10 (1 cement : 5 fine sand derived from natural sources 10 graded stone aggregate 40 mm nominal size derived from natural sources)
11	Providing and laying in position ready mixedor site batched design mix cement concrete of M-20 grade with minimum cement content of 270 kg /m3 for plain 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 and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. All works upto plinth level, as required and as directed by the Engineer-in-charge, complete.All labour and materials.
12	Providing and laying in position ready mixedor site batched design mix cement concrete of M-20 grade with minimum cement content of 270 kg /m3 for all works above plinth and upto floor Vlevelof plain 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 and finishing as per direction of the Engineer-in-charge; for the following grades of concrete etc., as required and as directed by the Engineer-in-charge complete.All labour and materials.
13	Providing and laying in position ready mixedor site batched design mix cement concrete of M-25 grade with minimum cement content of 300 kg /m3 for all works upto plinthlevel of plain 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 and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. , as required and as directed by the Engineer-in-charge etc., complete. All labour and materials.
14	Providing and laying cement concrete of 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).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 as required and as directed by the Engineer-in-charge complete. All labour and materials, but excluding the cost of centering,shuttering and finishing.
15	Providing and laying in position ready mixed or site batched design mix cement concrete of M30 grade with minimum cement content of 350 kg /m3 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 for the following grades of concrete, all worksupto plinth level as required and as directed by the Engineer-in-charge, complete. All labour and materials.
16	Providing and laying bagging concrete with cement concrete 1:3:6 nominal mix (using 220 Kg. of cement per M3 of finished concrete) using 40 mm graded granite metal of approved quality as coarse aggregate and river sand as fine aggregate including mixing, loading into bags as shown andas directed by the Engineer-in-charge, including cost of gunny bags, fixing 20mm to 25mm MS or RTS dowel bars , complete. All labour and materials including charges for hire of boat and crew but excluding cost of dowel bars.
17	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degreeslandings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as required and as directed by the Engineer-in-charge complete. All labour and materials.
18	Steel reinforcement of thermo-mechanically treated bars of grade Fe-500D or more (TMT bars) for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above Plinth level, as required and as directed by the Engineer-in-charge complete. All labour and materials.
19	Providing brick work in C.M. 1:5 in superstructure using approved quality standard bricks of Class Designation 35 including, scaffolding lift, curing etc., as required and as directed by the Engineer-in-charge. complete. All labour and materials.
20	Providing brick work in CM 1:4 in super structure using approved quality standard bricks of Class Designation 35 including scaffolding, lift, curing etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
21	Providing half brick masonry in CM 1:4 in superstructure using approved quality standard bricks of Class Designation 35 including scaffolding, lift, curing etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
22	Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying (a) After surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c)Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around as required and as directed by the Engineer-in-charge, complete.All labour and materials.
23	Providing special repairs to the ceiling of roof slab with anti corrosive coating Nito zinc epoxy primer or equivalent to the exposed reinforcement 1 Kg / 6 Sq.mtrs. and application of bonding agent Nitobond EP or equivalent for bonding the existing cementatious surface at 1 Kg/2-3 Sq.M, and filling the patches with polymer mortar Nitobond AR or equivalent mixed with CM 1:3 at 10 Ltrs/50Kg. Cement after that chemical curing with concure WB or equivalent @ 1 Ltr to area of 5 m2including necessary scaffolding cleaning exposed reinforcement area etc., as required and as directed by the Engineer-In-Charge complete. All Labour & materials.
24	Providing and fixing ISI marked flush door shutters of 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
25	Providing and fixing 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm) panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick as required and as directed by the Engineer-in-charge, complete.All labour and materials.
26	Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification as required and as directed by the Engineer- in-Charge, complete. All labour and materials.
27	Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification(For W.C. and bathroom door shutter) as required and as directed by the Engineer-in-charge, complete.All labour and materials.
28	Structural steel fabrication 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 as required and as directed by the Engineer-in-charge, complete.All labour and materials. But excluding of steel.
29	Supplying following structural steel at site of work including transportation etc., as directed by the EIC complete. All L&M.
30	M.S. Angels 50 x 50 x 6 mm to 130 x 130 x 12 mm ( IS: 2062) Grade \"A\"
31	M.S. Plates
32	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
33	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed to gether at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
34	80x1.25 mm M.S. laths with 1.25 mm thick top cover
35	80x1.20 mm M.S. laths with 1.20 mm thick top cover
36	80x0.90 mm M.S. laths with 0.90 mm thick top cover
37	Providing and fixing ball bearing for rolling shutters as required and as directed by the Engineer-in-charge, complete.All labour and materials.
38	Extra for providing mechanical device chain and crank operation for operating rolling shutters exceeding 10.00 sqm and upto 16.80 sqm in the area as required and as directed by the Engineer-in-charge, complete.All labour and materials.
39	Extra for providing mechanical device chain and crank operation for operating rolling shutters exceeding 16.80 sqm in area as required and as directed by the Engineer-in-charge, complete.All labour and materials.
40	Supplying and fixing 18 gauge T.M.S. panels (Blades) to rolling shutters etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
41	Rendering smooth the surface using 1 Kg. of cement per m2 of area including thread lining, curing etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
42	Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade as required and as directed by the Engineer-in-charge, complete.All labour and materials.
43	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 20 mm 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., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
44	Size of Tile 600x600 mm
45	Size of Tile 800x800 mm
46	Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3 mm thickness as required and as directed by the Engineer-in-charge, complete.All labour and materials.
47	Supplying and fixing pressed ceramic Tiles of minimum thickness 8 mm for greater than or equal to 30x30 cm and 7 mm for less than or equal to 20×30 cm size, tiles of commercial quality with water absorption greater than 10% conforming to IS : 15622-2006 of approved pattern, colour and shade, glazed or unglazed tiles for walls and risers of steps laid on a bed of12 mm thick CM 1:3 including pointing with white or colour cement, curing etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
48	Supplying and fixing pressed ceramic Tiles commercial qualityof minimum thickness 8 mm for greater than or equal to 30x30 cm and 7 mm for 20×20 cm size, tiles of commercial quality with water absorption 3 to 6% conforming to IS :15622-2006 of approved pattern PEI Grade, Colour and shade glazed or unglazedItiles for floors, treads of steps and landing laid on a bed of 12 mm thick CM1: 3 including pointing with white or colour cement curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
49	Chequered terrazo tiles 22 mm thick of Dark shade pigment using ordinary cement with graded marble chips of size up 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) as required and as directed by the Engineer-in-charge, complete.All labour and materials.
50	cement plaster of 12 mm thick with a mix of 1:4 (1 cement: 4 fine sand) as required and as directed by the Engineer-in-charge complete. All labour and materials.
51	cement plaster of 20 mm thick with a mix of 1:4 (1 cement: 4 fine sand) as required and as directed by the Engineer-in-charge complete. All labour and materials.
52	cement plaster of 12 mm thick with a mix of 1:4 (1 cement: 4 coarse sand) as required and as directed by the Engineer-in-charge complete. All labour and materials.
53	cement plaster of 20 mm thick with a mix of 1:4 (1 cement: 4 coarse sand) as required and as directed by the Engineer-in-charge complete. All labour and materials.
54	Painting with synthetic enamel paint One or more coats on old work of approved brand and manufactureof required colour to give an even shade as required and as directed by the Engineer-in-charge complete. All labour and materials.
55	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as required and as directed by the Engineer-in-charge complete. All labour and materials.
56	Painting with aluminium paint one or more coats on old work of approved brand and manufacture to give an even shade as required and as directed by the Engineer-in-charge complete. All labour and materials.
57	Varnishing with varnish two or more coats of glue sizing with copal varnish over an under coat of flatting varnish of approved brand and manufacture as required and as directed by the Engineer-in-charge complete. All labour and materials.
58	Painting priming coat to walls surfaces with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
59	Wall painting with acrylic(plastic) emulsion paint of one coat, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour as required and as directed by the Engineer-in-charge complete. All labour and materials.
60	Wall painting with acrylic(plastic) emulsion paint of two coats, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand andmanufacture, including applying additional coats wherever required, to achieve even shade and colour as required and as directed by the Engineer-in-charge complete. All labour and materials.
61	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
62	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, 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 50 gram/litre as required and as directed by the Engineer-in-charge complete. All labour and materials.
63	Providing and fixing Single half stall urinal with 5 litre P.V.C. automatic flushing cistern white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever require etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
64	Providing and fixing 15 mm nominal bore ball valve (brass) of approved quality, High or lowpressure, with plastic floats etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
65	Providing and fixing 20 mm nominal bore ball valve (brass) of approved quality, High or lowpressure, with plastic floats etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
66	Providing and fixing White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar tapswith C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
67	Providing and fixing 600 mm PTMT long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour as required and as directed by the Engineer-in-charge complete. All labour and materials.
68	Supply and Fixing the following GI pipes as required and as directed by the Engineer-in-charage, complete.All labour and materials.
69	15 mm dia
70	20 mm dia
71	25 mm dia
72	50 mm dia
73	Providing and fixing of the following gun metal gate valve with C.I. wheel of approved quality (screwed end) etc., as required and as directed by the Engineer-in-charge, complete.
74	15mm Dia
75	20 mm nominal bore
76	25 mm nominal bore
77	50 mm nominal bore
78	Providing and fixing white vitreous china pedestal type water closet(European type W.C. pan) with W.C. pan with ISI marked white solid plastic seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
79	Providing and fixing C.P. brass bib cock of 15 mm nominal bore, approved quality conforming to IS:8931as required and as directed by the Engineer-in-charge, complete.All labour and materials.
80	Supplying and fixing 15 mm dia plastic taps (PVC) of approved make and quality etc., as directed by the EIC with necessary fittings etc., complete. All Labour and materials.
81	Supplying and laying un-plasticized PVC (Poly vinyl chloride) pipes for potable water supplies, as per IS 4985 in plumbing work including cutting the pipes, threading, clamps etc., fixing specials such as bends, tees, sockets unions, reducers etc., as required including making good the cuttings such as floors, walls etc., as per original as required and as directed by the Engineer-in-charge complete. All Labour and Materials.
82	20mm outside dia
83	25 mm outside dia
84	Providing and placing on terrace (at all floor levels) 30000 Ltrs. Capacity polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
85	Supplying GI Nipples as per I.S of approved make at site of work etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
86	20 mm dia X 50mm long
87	15 mm dia X 5omm long
88	Supplying of brass sitting (to suit 15 mm. brass bib cocks) at the site of work etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
89	Supplying and fixing 15 mm dia polythene pipe connection as required with brass plumbing union of approved make and quality, including cost of caulking materials etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
90	Providing and fixing Single socketed pipes 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 etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
91	110 mm dia
92	75 mm dia
93	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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 as required and as directed by the Engineer-in-charge, complete.All labour and materials.
94	110 mm dia plain bend 87.5 degrees
95	75 mm dia door bend 87.5 Degrees
96	Providing and fixing flexible pipe 32 mm dia P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
97	Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m as required and as directed by the Engineer-in-charge, complete.All labour and materials.
98	Providing and fixing 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) at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
99	Paving with cement solid blocks of size 30 x 20 x 15 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller as required and as directed by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks.
100	Paving with cement solid blocks of size 40 x 20 x 20 cm including laying the same to the required line and level on a bed of 12.50 mm graded granite metal and grouting the 10mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller as required and as directed by the Engineer-in-charge complete. All labour and materials but excluding cost of 12.50 mm graded granite metal bed and cement concrete blocks.
101	Demolishing brick work In lime mortar 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.
102	Demolishing stone rubble masonry In lime mortar 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
103	Supplying and fixing sun control film of approved colour and shade. For Glass doors, windows of different elevations including cost of such control film, transportation to site of work. All leads and lifts as required and as directed by the Engineer-in-charge, complete.All labour and materials.
104	Supplying and fixing hydraulic door closures of approved make and quality including necessary screws etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
105	Supplyingof 27.5 cm long wire spring grade No. 2 for rolling shutters
106	De-siltation of drains including removing silt, slush, pebbles, garbage, iron ore, iron ore fines etc., including removing the sand from under water if existing within a lead of 10 m and lift of 2 m and transportation of the same after drying up to ½ Km and levelling the same as required and as directed by the Engineer-in-charge, complete.
107	Transportingexcavated earth within Up to lead of 12km including stacking, loading and unloading and levelling the unloaded materials at a place of unloading as required and as directed by the Engineer-in-charge, complete.
108	Transporting the debris within Up to lead of 12km including stacking, loading and unloading and levelling the unloaded materials at a place of unloading as required and as directed by the Engineer-in-charge, complete.
109	Supply of Diesel Truck 9 tonne (with POL) for the transportation of all sorts of materials such as sand gravel metal, steel, cement, boulders debris, furniture etc., water supply pumps and motors including fuel charges driver charges etc., as directed by the EIC complete.(payment will be made for number of hrs worked at site only)
110	Lifting and removing the RCC pre-cast slabs of various sizes over the drains, sub ways, cable ducts, man holes etc., carefully replacing the same in position wherever required without causing damage to the slabs, drains, subways, cable ducts and Manholes as as required and as directed by the Engineer-in-charge, complete with all labour, tools, etc.,
111	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of as required and as directed by the Engineer-in-charge, complete.All labour and materials.
112	Supply the Commercial Plywood 12 mm thick of approved quality and make at site of work etc as required and as directed by the Engineer-in-charge. Complete. All labour and materials.
113	Supply of Man Mazdoor / Women Mazdoor / Watchmen, Gangmen / Mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the Engineer-in-charge, complete.
114	Supply of Second class Artisans such as Carpenter/ Mason / painter / Fitter / Welder etc., as required and as directed by the Engineer-in-charge, complete.
115	Acid cleaning the floors and dados by application of cleaning acid with sponge and cleaning with water-jet including removing stubborn stains by scraping and applying white / colored cement grout wherever necessary etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
116	Supplying and fixing coir door mat of thickness 32 mm of required size shape and colour including removing and disposing of old door mats etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
117	Writing sign boards on walls and concrete surfaces by scraping the existing surfaces, finishing, with approved colour of synthetic enamel paint writing letters of size 150mm to 350mm as required and as directed by the Engineer-in-charge, complete.All labour and materials.
118	De-siltation of Septic tanks using automatic vacuum loader including removing of sludge, sewage, water etc., and lifting & placing the existing manhole covers (pre cast slabs) including transportation of removed material in a closed container, within a lead of 15 Km and disposing the same at VMC sewage area or and other sewage areas including excavation and sludge pits and leveling the same etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
119	Supply of Hydraulic Excavator (3D) with driver and fuel including cost of necessary the plant and machinery service of operating staff, cost of lubricating oil, Diesel/Petrol/Kerosene oil other consumble for running theplant and machinery etc., as required and as directed by the Engineer-in-charge, complete.
120	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth etc., as required and as directed by the Engineer-in-charge, complete.All labour and materials.
121	Providing Painting two coats with weather coat smooth exterior paint or equivalent of approved quality, colour, and shade etc., on Plastered / Concrete surface including cleaning the surface, watering etc., complete.All labour and materials.
122	Providing and fixing with false ceiling 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre,one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, includingfixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable forboard, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting.
123	Supplying of PTMT push cock 15 mm dia at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
124	Supplying of PTMT Pillar cock (fancy) 15 mm foam flow at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
125	Supplying of new \"U\" PVC pipes I.e., 15mm dia(each 3.05m length) at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
126	Supplying of new \"U\" PVC pipes I.e., 20mm dia(each 3.05m length) at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
127	Supplying of new \"U\" PVC pipes I.e., 25mm dia(each 3.05m length) at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
128	Supplying of FAPT -15 mm dia sockets at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
129	Supplying of FAPT -20 mm dia sockets at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
130	Supplying of FAPT -25 mm dia sockets at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
131	Supplying of FAPT -15 mm dia Elbows at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
132	Supplying of FAPT -20 mm dia Elbows at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
133	Supplying of FAPT -25 mm dia Elbows at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
134	Supplying of FAPT -15 mm dia Tees at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
135	Supplying of FAPT -20 mm diaTees at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
136	Supplying of FAPT -25 mm dia Tee at site of work etc., as directed by the Engineer-in-charge, complete.All Labour and materials.
137	Providing and fixing factory made uPVC glazed/wire mesh windows/ doors of two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre)comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3(ii) Sites with structure height more than 20m for all wind speeds
138	Supplying of EX-200 excavator at site of work for excavation/levelling and removing debris as directed by the Engineer-in-charge,with fuel,operator charges,incidental charges hire charges and transporting the equipment to the site of work. All labour and equipment and fuel and spares etc complete. (payment will be made for number of hours worked at site only)
139	Hire & running charge for crane upto 40 tonne capacity etc., as required and as directed by the Engineer-in-charge, complete.
140	Supplying and fixing venitian blinds of required size and shape including top frame and pulling Chain and bottom channel with all necessary accessories including removing the old frames and finishing with cement plastering or any other material as required and as directed by Engineer-in-charge/ department authorities and making good the same including transport, lead, lift chargesetc.,all together All labour and materials complete
141	Dismantling RCC/PCC to the required lines and levels by using mechanical equipment, cutting bits, fuel, operator charges, tools etc., or any other equpiment machinery and removing the debris with a equppiment machinery the debris with a lead of 50m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as directed by Engineer-in-charge, complete.
142	Supplying and fixing Pre-Painted galvalume trapezoidal profile roofing / walling sheets of approved make with 0.5mm thickness, coating aluzinc coating AZ 150gsm, tensile strenth: 550Mpa paint coating: Regular modified polyster painting, painting thickness: (Top) 18 to 20 microns, bottom 5 to 7 microns, with regular range colours in roofing or walling including hooks, bolts, nuts, washers and screws etc., as required and as directed by the engineer in charge complete.All labour and materials but excluding cost of ridge pieces.
143	Providing and fixing factory made uPVC white colour casement/Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to Upvc profile), uPVC extruded glazing beads of appropriate dimension, EPDMgasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having trans mission gear, cylinder with keeps and one side key, G.Ifasteners100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut andfusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawings & ditections of engineer-in-charge inclusive of cost of single/Double glass pieces and silicon sealent Note; For UPVC sosh and million entruded profiles minus 5% tolerance in dimensions i.e. in depth width of profile shall be acceptable. Variation in profile dimensions in this account shall be made casement door with 3D of (Big Services) frame 67x64mm mesh 67x110mm both having wall thick ness of 2.3 + 0.2 mm and single glazing bead / double glazing bead of appropriate dimension.(Arca door up to 2.00 sqm) etc., as required and as directed by the Engineer in charge, complete.All labour and materials.
144	Providing and fixing factory made uPVC white colour sliding glazed door of Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46 x 82 mm both having wall thicknessof 2.3 ± 0.2 mm and single glazing bead / double glazingbead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00 sqm)comprising of uPVC multi- chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension uPVC extruded glazing beads. uPVC extruded nterlock and uPVC extruded Inline sash adaptor (if required). EPDM gasket, wool pile, zine alloytwhite powder coated) handle with key on one side of extreme panels along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy (white powder coated) cresent lock (ifrequired), stainless steel (SS 304 grade) body with adjustable double nylon rollers tweight bearing capacity to be 120 kg). G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steelscrews etc. Profile of frame & sash shall be mitred cul and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes, wire mesh and silicon sealent . Note: For uPVC frame and sash extruded profiles minus.5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made, etc., as required and as directed by the Engineer-in-charge complete.All labour and materials.
145	Supplying and fixing approved superior variety curtain for doors and windows of Polyester cotton including stitching charges for 4 sides,stiffner cloth on top and providing plastic hanging ringsetc., as required and as directed by the engineer in charge complete. All labour and materials payment will be made for finished curtain measurements only. (For curtain cloth cost should not be less than Rs.200/Sqm.)
146	Manufacture, Supply, & Delivery of PE100 Grade-Outer Dia 20mmHDPE Pipes conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) etc., as required and as directed by the engineer-in-charge complete. All labour and materials.
147	Manufacture, Supply, & Delivery ofPE100 Grade-Outer Dia 25mmHDPE Pipes conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) etc., as required and as directed by the engineer-in-charge complete. All labour and materials.
148	Manufacture, Supply, & Delivery ofPE100 Grade-Outer Dia 40mm HDPE Pipes conforming to IS 4984 - 2016 including transportation to anywhere in A.P, excluding all taxes (Supply up to 90 mm dia. in coil & above 90 mm dia. straight length.) etc., as required and as directed by the engineer-in-charge complete. All labour and materials.
149	Hiringof SUV (NonA/C) (Tata-sumo / Bolero /Travea or equivalent or higher version) of model 2020 or later including driver\"s salaries and maintainence charges,hire and operational charges, etc., as required and as directed by the engineer-in-charge, complete. with 1800 km mileage per month.
150	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. All labour and materials.
151	Hiring of 1 (one) fiber re-inforced wooden Motor Launch per day of 10.00 Hrs. (8 Hrs. to 18.00hrs.)for the use of transportation of men and material etc., as directed by the Engineer-in- charge complete. All Hire and operational charges.
152	Supplying of FRP gully covers/Gratings shall meet BS 45925-4:2006 or any other equivalent of size 450mm x 1000mmwith load bearing capacityof 2.50T including transportation to site of work loading,unloading and stacking etc.., as required and as directed by the Engineer-Incharge-complete. All labour and material
153	Supplying of FRP gully covers/Gratings shall meet BS 4592-4:2006 or any other equivalent of size 600mm x 1000mm with a lead breaking capacity of 20 T including transportation to site of work loading ,un loading and stacking etc, as required and as directed by the Engineer n Charge complete. All labour and materials.
154	Filling of pot holes and patch repairs with pre-coated granite chips on existing black topped surface incuding cutting and removing debris compaction with hand roller, rammers etc. complete.All labour and materials but excluding cost of binder 20mm thick using 0.18m3 of 13.2mm size granite metal 0.09m3of 11.2mm size granite metal and 21.5kg of bitumen emulsion Ms grade per 10sq.m
155	Removing old door or window frames along with shutters including dismantling(measurment for existing opening only)and stacking the released materialswith in a lead of 50m and making good the dismantled wall to the original surface as required and as directed by the Engineer-in-charge complete.
156	Supplying and fixing ACP cladding-4mm thick and fixing aluminiun compositecladding with skin material 0.25 mm thick aluminium sheet cover material natural polyethylene aluminium cladding panel fixed with extruded aluminium basis frame (50x25x1) angle cleats ,weather sealants ,revets ,GI brackets all as approved using suitable bolts on structural steel work including necessary accessories complete in all respects including all scaffolding and labour charges as required and as directed by the Engineer-in-charges complete. etc., for finished item of work but excluding cost of structural steel ,fabrication ,if any,
157	Dismantling A.C sheet or C.G.I sheet/PPGL sheet /Alluminium composite cladding with skin material roofing and /or walling including ridges etc., and stacking the useful materials and removing the debris within a lead of 50m etc., as required and as directed by the Engineer-in-charge,complete.
158	Supplying and Installation L Shape work stations-of size 1200x600x1200 ht (single unit), 63mm thick double skinned partitions made out of extruded Aluminiuim sections, duly powder coated, 9mm thick prlaminated particle board/soft board/ marker board panels with provision for built in cable managment in 3 different end levels and injection moulded ABC end caps. Table top is 25mm thick pr laminated particle board edges covered with PVC tape, with necessary hardware as per layout etc., as required and as directed by Engineer-in-charge, complete. All labour and materials.

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents

Also Visit

Tenders

Andhra Pradesh Tenders

Services Tenders

Civil Engineering Services Tenders

Civil Consultancy Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Miscellaneous Engineering Works Of Zone A1 For The Years 2025,26 And 2026,27 I.E. 2 Years., Visakhapatanam-Andhra Pradesh

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Miscellaneous Engineering Works Of Zone A1 For The Years 2025,26 And 2026,27 I.E. 2 Years., Visakhapatanam-Andhra Pradesh

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us