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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 CrAccepted-AOC | ₹6.4 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹6.4 CrRejected-AOC | ₹6.4 Cr | L2 | Rejected-AOC Rejected |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S T P ENTERPRISE L2 | M/S P K Hardware and Construction L1 |
|---|---|---|---|---|---|
| 1.00I. Site Development | |||||
| 1.01 | Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 2,379.48 | cum | 200 ₹4,75,896 | 198 ₹4,71,137.04 Lowest |
| 1.02 | Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections). | 632.52 | cum | 380 ₹2,40,357.6 | 335 ₹2,11,894.2 Lowest |
| 2.00II. Building works | |||||
| 2.01 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. | 704.3 | Cum | 300 ₹2,11,290 | 240.6 ₹1,69,454.58 Lowest |
| 2.02 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 149.7 | cum | 950 ₹1,42,215 | 846.3 ₹1,26,691.11 Lowest |
| 2.03 | Providing and laying Boulder filling | 126.77 | cum | 2,350 ₹2,97,909.5 | 450 ₹57,046.5 Lowest |
| 2.04 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth | 53.72 | cum | 10,000 ₹5,37,200 | 5,328.8 ₹2,86,263.14 Lowest |
| 2.05 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). | 56.2 | Sqm | 441 ₹24,784.2 | 382.1 ₹21,474.02 Lowest |
| 2.06 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). | 43.35 | cum | 440 ₹19,074 Lowest | 7,810.2 ₹3,38,572.17 |
Tender Value
Refer Docs
EMD Value
₹7.2 L
Closing Date
24 Jul 2025, 4:00 pmClosed
Executive Engineer, WRD, Yatdam Changlang Division
Office of the Executive Engineer, WRD, Yatdam Changlang Division
C/o G plus 2 (35 seated) Hostel for Working Women in Changlang District.
2025_APWRD_2625_1
WRD/YTD/NIT/2025-26/01
Open Tender
Civil Works
Item Rate
730 days
Changlang
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Executive Engineer, WRD, Yatdam, Changlang
₹7.2 L
8 Aug 2025
14 Jul 2025
25 Jul 2025
14 Jul 2025
24 Jul 2025
14 Jul 2025
Amount
I. Site Development
Excavation in Soil with Dozer with lead upto 100 metres ( Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections).
II. Building works
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Providing and laying Boulder filling
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in stair cases (excluding landing) except spiral cases including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with M20 ( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
b) Columns, pillars, posts and struts etc.
c) Lintels, beams, girders, bressumers and cantilevers etc.
d) Suspended floors, roofs, landings shelves and their supports balconies and chajjas (3.5m height).
e) Stairs (excluding landing) except spiral stair cases.
Reinforcement of RCC work including bending, binding and placing in position complete. a) Tar/TMT steel
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12 mm thick commercial veneered teak wood particle boards (Phenyle Bonded) 3 layers flat pressed including applying one coat of approved wood primer. a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill.
Providing and fixing aluminum butt hinges anodised, transparent or dyed to required color or shade with necessary screws etc complete. a) 100 x 75 x 4 mm
Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete. a) 300 x 10 mm
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. A) 125 mm
Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm
Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and panelling to be paid for separately) : For fixed portion. 1.3. Polyester powder coated aluminium (minimum thickness of polyester 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 PVC / neoprene gasket required (Fittings shall be paid for separately). 2.3) Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron).
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-incharge. (Cost of aluminium snap beading shall be paid in basic item) 4.1) With float glass panes of 4.0 mm thickness.
25mm thick cement concrete flooring 1:2:4 (1cement :2coarsesand:4gradedstone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. a) Size of Tile 1000x1000 mm
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), including grouting the joints with white cement and matching pigments etc., complete a) Size of Tile 1000x1000 mm
White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3 (1 cement: 3 coarse sand) painted with white cement slurry.
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
6 mm cement plaster to ceiling 1 : 4 (1 cement : 4 fine sand).
Providing two coats of acrylic water based wall putty/ wall filler of Asian Paits/ Berger/ Dulux over concrete/ cement plaster/ brick walls and ceilings both internal and external after removing all the loosely adhering material from the wall/ ceiling surface with the halp of emery stone, putty blade or wire brush, moistening the wall with the help of sufficient quantity of clear water as specified and directed by the department.
Applying one coat of cement primer of approved brand and manufacture on wall surface.
Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
Applying priming coat consisting of a mixture of red lead, white lead and double boiled linseed oil in the ratio of 0.7 Kg : 0.7 Kg : 1 Litre on wood work complete.
Applying priming coat of a mixture of red lead raw linseed oil and turpentine oil in the ratio of 2.80 Kg : 1 Litre : 1 Litre on steel work complete.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15mm nominal bore.
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 20mm nominal bore.
Providing and fixing brass bib cock of approved quality. a) 15mm nominal bore.
Providing and fixing brass stop cock of approved quality. a) 15mm nominal bore.
Providing and fixing PVC connection pipe with brass union 30cm length.
Painting G.I. pipes and fittings with white paint over a coat of ready mixed priming coat both of approved quality for new work. a) 15mm dia pipe.
Providing and filling sand all round GI pipes in external work. a) 20 mm dia pipe.
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
a) 50 mm nominal bore
b) 40 mm nominal bore
Providing and placing on terrace (at all floor levels)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
Boring/drilling bore well of required dia for casting/strainer pipe, by suitable method prescribed in IS :2800 (Part -2), including collecting samples from different strata chart/ bore log, includinghire & running charges of all equipment, tools, plants & mechineries required for the job, all complete as per direction of Engineer- in -charge, beyong 150 metre depth below ground level. Rock strata including boulders 300mm dia
Supplying, assembling, lowering and fixing in vertical position in bore well un plasticized PVC medium well screen (RMS) pipes with ribs confirming to IS : 12818 including required hire and labour charges, fittings and acessories etc, all complete, for all depths, as per Engineer- in - charge 200 mm dia
Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required. a) WC pan with white plastic seat and lid.
Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap
Providing and fixing CP Brass Chain and rubber plug complete for sink or wash basins.
Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.
Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws.
Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).a) 750 x 20 mm
Providing and fixing toilet paper holder.a) CP Brass
Providing best available local wood 50 x 50 x 50 mm wood plugs including cutting brick work and fixing in cement mortar 1:3 (1 cement : 3 fine sand).
Providing and fixing sand cast iron cast/iron (spun) soil, waste and vent pipes. b) 100 mm dia.
Providing and fixing sand cast iron heel rest sanitary bend b) 100 mm dia.
Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. b) 80 x 80 x 80 mm
Providing and fixing sand cast iron single equal plain junction of required degree
Providing and fixing sand cast iron trap of self cleadnsing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. a) 100mm inlet and 100mm outlet.
III. Septic Tank & Misc items
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel
Centring and shuttering including strutting, propping etc and removal of form work for a) Suspended floors, roofs, landing shelve and theirsupports, balconies and chajjas (3.50m height)
12 mm cement plaster 1:3( 1 cement : 3 fine sand)
Neat cement punning.
Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100 mm dia SW pipes
Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 100 mm dia SW pipes
Providing and fixing sand cast iron single equal plain junction of required degree a) 100 x 100 x 100 mm
Supplying, installation, testing and commisioning of IP based CCTV system for building security comprising of PTZ / fixed camera, cabling, digital recording,HD display system with minimum display of 5" x 8" per camera and hardware software support- for indoors only( rate applicable on total plinth area but CCTV coverage shall be limited to 15% of Total plinth area as pr requirement)
Fire fighting (down comer system)
Supplying,installation,testing and commisioning of DG sets,AMF panel, bus ducting /cables from DG ses to essential Panel, DG Set enclosure room sound insulation/ventilation/ smoke exhaust as required earthing of DG set System , control cabling, fuel tank/ piping, DG set exhaust piping/Exhaust chimney as per CPCB norms civil work connected with DG sets including foundation as required
Lifts with power operated center opening doors and AC Variables voltage & variable frequency control ( Passenge lifts)
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. (i) 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
IV. Furniture for (35 seat's), Crèche & Gym Equipments
Wooden Dining Table.
Wooden Bench.
Wooden shelf(Large size)
Water Filter (20 Ltr)
Dustbin
Aqua Guard
Wooden Bed(Medium size)
Wooden Writing Table.(Small size)
Wooden Arm Chair
Almirah(Small size)
Sofa set
Table(Small size)
Chair
Table
Arm rest Chair
wooden Bed(Large size)
Almirah(Large size)
Chair(large size)
Kitchen shelf(small size)
Panel Play yard, Play Tower, Starter, Ball Pool etc
Gym Equipments
V. Boundary wall
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in a) Foundations and plinth b) Walls i/c attached buttress.
Reinforcement of RCC work including bending, binding and placing in position complete.
a) Using 12mm Dia Twisted bars
b) Using 8mm dia Twisted bars
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete
b) Walls i/c attached buttress..
e) Column, pillars, posts and struts etc.
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 ement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring,shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
20 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Applying one coat of cement primer of approved brand and manufacture on wall surface
Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
Procurement and installation G. I Barbed wire and angle post 75 x 75x10 on wall top etc complete
VI. Entry Gate
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc solidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
Centering and shuttering including sturing, proping etc and removal of form work for:
a) Foundation, footing, bases of column etc. and mass concrete.
b) Column, pillar, posts and struts etc.
d) Beam, lintel etc.
12 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
Renforcement of RCC work including bending, binding and placing in position complete.
Wrought iron and Mild Steel Welded work (Wrought iron and mild steel welded work) (using angels, square bars, tees and channel grills, grating frames, gates and fee guards of any size and design etc. including cost of screens and welding rods ar bolts and nuts clfiplete fixed in position but without the cost of excavatlon and clncrete far lixing which will be paid separately)
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. c) In Flats up to 10 mm in thickness
Welding by Electric plant
VII. Development of Parking Area
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (iii) for grading-III Material
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and and curing.
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed,plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site,laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete:
VIII. Electrification
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 'Group "A"
Wiring for light / power plug with 2x4 mm² FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit alongwith 1 No 4 mm² FR PVC insulated copper conductor single core cable for loop earthing as required
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
a). 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire
b). 2 x 4.0 mm² + 1 x 4.0 mm² earth wire
c). 4 x 2.50 mm² + 2 x 2.5 mm² earth wire
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
a). 1 or 2 Module (75mmX75mm)
b). 4 Module (125mmX75mm)
c). 12 Module (200mmX150mm)
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
a). 5/6 Amp Switch
b). 15/16 A Switch
c). 3 pin 5/6 amp socket outlet
d). 6 pin 15/16 A socket outlet
Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.
a). 63 A TP&N
b). 100 A TP&N
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) a) 4 way (4 + 12), Double door
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
a). 6 way , Double door
b). 8 way , Double door
c). 12 way , Double door
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral
Supplying and fixing brass batten/ angle holder including connection etc. as required.
Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/ LED lamps per fitting, complete with all accessories including connections etc. as required.
Providing and fixing plain 16/0.20mm (0.50sqmm) twin circular flexible FRLS PVC insulated, PVC sheathed copper conductor cable direct on the wall with PVC clips etc. as required.
Supplying of PVC Junction box 2way, 3 way and 4way
Supply of PVC Bend 20mm /25mm
Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep
Supplying of 4'-40 watt Decorative single box type tube fitting with all accessories as required
Supplying of 2' - 20 watt Single Box type flourescent tube fitting complete as required
Supplying & fixing of 4'-40' watt flourescent tube.
Supplying & fixing of 40/20 watt LED lamp.
Supplying and Providing of Exhaust fan
Supplying of PVC flexible pipe of 1" diameter
Suppying of 18 SWG PVC insulated Copper earthing wire
Supplying and Providing of Celing fan
Supplying of A1. Thimble of following sizes :-
a). 35 sqmm
b). 95 sqmm
Drill Bit of size 1/2"
Supplying of Machine Screw of sizes:-
Supplying of Machine Screw with Nut of size 2" length
Supplying of white coloured brass washer
Supplying of Nuts & Bolts of 1" length
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.
Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required.
M/S T P ENTERPRISE (BID ID -7800)
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