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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance | ₹1.8 Cr | L1 | Accepted-Finance As per evaluated by the eprocurement site Arunachaltenders.co.in |
| 2 | L2₹1.8 CrAccepted-Finance | ₹1.8 Cr | L2 | Accepted-Finance As per evaluated by the eprocurement site Arunachaltenders.co.in |
| Sl No | Description | Qty | Unit | Ms YARKUM AGENCY L2 | M/s Sha Enterprises L1 |
|---|---|---|---|---|---|
| 1.00SH:I-SH:-Main Building | |||||
| 1.01 | EARTH WORK
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 consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 193.89 | cum | 576 ₹1.1 L | 574 ₹1.1 L |
| 1.02 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 58.08 | cum | 261 ₹15,158.88 | 260 ₹15,100.80 |
| 1.03 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 34.17 | cum | 1,406 ₹48,043.02 | 1,401 ₹47,872.17 |
| 1.04 | C.C WORK
Dry rubble flooring | 77.65 | cum | 906 ₹70,350.90 | 903 ₹70,117.95 |
| 1.05 | 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 | 32.36 | cum | 9,139 ₹3.0 L | 9,106 ₹2.9 L |
| 1.06 | 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). | 25.73 | sqm | 627 ₹16,132.71 | 625 ₹16,081.25 |
| 1.07 | R.C.C WORK
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). | 25.8 | cum | 12,344 ₹3.2 L | 12,300 ₹3.2 L |
| 1.08 | 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). | 14.32 | cum | 14,662 ₹2.1 L | 14,610 ₹2.1 L |
| 1.09 | 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). | 50.01 | cum | 14,479 ₹7.2 L | 14,424 ₹7.2 L |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
23 Mar 2026, 3:20 pmClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o EE, Sangram Division, PWD, Kurung Kumey District, A.P.
C/o Boundary wall (100mtrs), 04 type-II Teachers Quarter, GRS Pating Kurung Kumey
2026_PWDAP_3131_1
SGMD/e-NIT/W-44/2025-26/06
Open Tender
Civil Works
730 days
Pating Kurung Kumey District, A.P
EMD and Tender Fee
4 documents required · 4 mandatory
₹5,000
Executive Engineer, Sangram Division, PWD
₹1.8 L
Yes
24 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
16 Mar 2026 - 21 Mar 2026
SH:I-SH:-Main Building
EARTH WORK 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 consolidating 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.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
C.C WORK Dry rubble flooring
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 damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
R.C.C WORK 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 M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
CENTERING & SHUTTERING WORK Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
d) Lintels, beams, girders, bressumers and cantilevers etc.
e) Column, pillars, posts and struts etc.
g)Stair (excluding landings) except spiral staircase
STEEL REINFORCEMENT Reinforcement of RCC work including bending, binding and placing in position complete b) Tar/TMT steel
BRICK WORK Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
Glazing Work Providing and fixing texture structure glass glazing using 6mm thick semi reflective coloured glass & glazing structure tube frame size 2.5 x 1.5 inch with 1.5mm thick panel.
Door and Window Work 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
Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mmPVCframe strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge
30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. 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 25x20 mm and 1 mm(±0.1 mm)wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 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 multichambered 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 and direction of Engineer-in-charge. a) 30 mm thick plain PVC door shutters
Providing and fixing factory made uPVC white colour casement/ casement cum fixed glazed windows 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, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion 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 sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein 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. a) Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm)
Providing and fixing 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 : a) Float glass panes i) 4 mm thick glass pane (weight not less than 10kg/sqm).
Providing and fixing MS handles with necessary screws etc complete. a) 125 mm
ProvidingandfixingaluminumTowerboltsanodizedor transparentordyedtorequired color or shade with necessary screws etc complete. a) 300 x 10 mm
Providingandfixingaluminumslidingdoorboltsanodisedtransparentordyedtorequired color or shade with nuts and screws etc complete. a) 300 x 16 mm
Providingand fixingaluminumbutt hingesanodised, transparent or dyed to required color or shade with necessary screws etc complete. a) 125 x 75 x 4 mm
STEEL WORK ProvidingandfixingMSgrillsof requiredpatterninwoodenframesofwindowsetcwith MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer b) E.R.W. tube
FLOORING WORK 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 b) Size of Tile 600x600 mm
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. b) Size of Tile 600x600 mm
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : a) 25 mm thick
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. a) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble ( Area of slab over 0.50 sqm)
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. a) Marble work
FINISHING WORK 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 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 distemper primer of approved brand and manufacture on wall surface
Wall painting (one or more coats) with plastic emulsion paint of approved brand and manufacture on old work to give an even shade.
Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work
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
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood 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.
SANITARY INSTALLATION WORK Providing and fixing white vitreous china water closet squating pan (Indian type WC pan)size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushingcistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steeltelescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. (b) Orissa Pattern WC Pan
Providing and fixing 5 litres CI automatic flushing cistern with fittings.
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 Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : i) 510x1040 mm bowl depth 250 mm
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. a) Semi rigid pipe
Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : b) Rectangular shape 453x357 mm
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. b) 100 mm diameter
Providingand fixingsandcast ironsingleequal plain junctionof requireddegreewith access door, insertion rubber washer 3 mm thick, bolts and nuts complete. a) 100 x 100 x 100 mm
Providing and fixing sand cast iron single equal plain junction of required degree. a) 100 x 100 x 100 mm
Providingand fixingsandcast iron trapof self cleadnsingdesignwithsandcast iron screweddownor hingedgratingwithorwithout vent armcomplete includingcost of cutting and making good the walls and floors. a) 100 mm inlet and 100 mm outlet
Painting sand cast iron soil spun soil waste vent pipes and fittings with paint of any color such as chocolate, grey or buff etc over a coat of primer (of approved quality) for new work. b) 100 mm dia pipe
ProvidingandfixingGIpipescompletewithGI fittingsandclampsincludingcuttingand making good the walls (internal work). a) 15 mm nominal bore
ProvidingandfixingGIpipescompletewithGI fittings includingtrenchingandrefilling etc (external work). a) 15 mm nominal bore
Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore
Providing and Fixing brass stop cock of approved quality. A)15mm dia Nominal
Providingandplacingonterrace(atall floor levels)polyethylenewaterstoragetank, IS :12701marked,withcoverandsuitable lockingarrangementandmakingnecessary holes for inlet,outletandoverflowpipesbutwithout fittingsandthebasesupport for tank
Providing and fixing on wall face unplasticised rigid PVC rain water pipes comforming to IS 13592 Type-A Including joining with seal ring conforing to IS 5382 leaving 10mm gap for thermal expansion (i) single socketed pipes 110mm Diameter.
Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg)
MISCELIANEOUS WORK Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse 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
SH:II-SEPTIC TANK
EXCAVATION AND EARTH WORK 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 consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
CONCRETE WORK Dry rubble Flooring
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.
RCC WORK 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)
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).
FORMWORK Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
STEEL REINFORCEMENT Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
FINISHING WORK 12 mm cement plaster 1 : 3 (1 cement : 3 fine sand)
DRAINAGE WORK 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.
SH:III-Boundary Wall
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 consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Providing and laying with stone / boulder of size 100mm in foundations and plinth i/c filling with fine sand in voids and ramming compacting cansolidating watering etc. a) foundations and plinth
Providing and laying foundations and plinth Cement concrete 1:4:8 (1 cement 4 Coarse sand 8 graded stone aggregate 40 mm Nominal size ) exclluding the cote of cost cntring and shuttering a) foundation and Plinth
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.
Providing and laying up to floor two level cement 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) including centring shuttering in : b) String courses, copings, bed plates, anchor blocks, plain window sills and the like.
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).
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 (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
d) Lintels, beams, girders, bressumers and cantilevers etc.
e) Column, pillars, posts and struts etc.
Reinforcement of RCC work including bending, binding and placing in position complete. a) Mild steel
Halfbrickmasonry(withbestavailablelocalbricks) incementmortar1:4(1cement :4 coarse sand) in foundation and plinth.
12 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
15mmcementplaster1:6(1cement :6finesand)ontheroughsideofsingleorhalf brick wall
Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
ProvidingandfixingMSgrillsof requiredpatterninwoodenframesofwindowsetcwith MS flat, square or round bars with round headed bolts and nuts or by screws. a) Plain grill
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.
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