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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-Finance | ₹4.3 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹4.3 CrAccepted-Finance | ₹4.3 Cr | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | Ms YARKUM AGENCY L2 | M/s Sha Enterprises L1 |
|---|---|---|---|---|---|
| 1.00Laying and Jointing PVC Pipe. Heading | |||||
| 1.01 | Site Develoment
Excavation in Hill Area in Soil by Mechanical Means (Excavation in Soil in Hilly aear by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 Metres) | 806.25 | cum | 235 ₹1.9 L | 232 ₹1.9 L |
| 1.02 | Earth Work
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. | 925.77 | cum | 187 ₹1.7 L | 185 ₹1.7 L |
| 1.03 | Re-Filling Excavated earth in foundation and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 614.59 | cum | 172 ₹1.1 L | 170 ₹1.0 L |
| 1.04 | Filling in plinth with sand under floors including watering ramming consolidating and dressing Complete. | 51.87 | cum | 927 ₹48,083.49 | 917 ₹47,564.79 |
| 1.05 | Concrete Work
Dry Rubble flooring | 111.53 | cum | 598 ₹66,694.94 | 591 ₹65,914.23 |
| 1.06 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (a) Foundation and Plintth | 111.53 | cum | 6,027 ₹6.7 L | 5,962 ₹6.6 L |
| 1.07 | Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size). | 37.83 | cum | 413 ₹15,623.79 | 409 ₹15,472.47 |
| 1.08 | R.C.C. Work
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from sources,portland
of Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting concret,to improve durability and workability without imparing
strenght:including pumping of concrete to site of laying,curing,carriage for all leads:but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete.
All work upto plint level
(a) Concrete of M25 grade with minimum cement content of 330kg/cum | 88.12 | cum | 8,769 ₹7.7 L | 8,672 ₹7.6 L |
| 1.09 | All work above plinth level upto V level (d) Concrete of M25 grade with minimum cement content of 330kg/cum | 381.72 | cum | 10,312 ₹39.4 L | 10,200 ₹38.9 L |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
23 Mar 2026, 11:40 amClosed
Executive Engineer, Sangram division, PWD, A.P.
O/o Executive Engineer, Sangram division, PWD, Kurung Kumey District, A.P.
C/o 100 Capacity hostel building (New) of NSCBV-GME Pagba under Kurung kumey District of Arunachal Pradesh approved under PAB-2025-26
2026_PWDAP_3101_1
SGMD/TENDER (NSCBV)/2025-26/08
Open Tender
Civil Works
730 days
Pagba, Kurung Kumey District, A.P
Tender fee and EMD
4 documents required · 4 mandatory
₹8,000
Executive Engineer, Sangram Division, PWD
₹4.3 L
Yes
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
16 Mar 2026 - 21 Mar 2026
Laying and Jointing PVC Pipe. Heading
Site Develoment Excavation in Hill Area in Soil by Mechanical Means (Excavation in Soil in Hilly aear by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 Metres)
Earth Work 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.
Re-Filling Excavated earth in foundation 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.
Concrete Work Dry Rubble flooring
Providing and laying in foundations and plinth cement concrete 1 : 3 : 6(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. (a) Foundation and Plintth
Providing and laying damp proof course 50 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).
R.C.C. Work Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from sources,portland of Pozzolana/Ordinary Portland/Portland Slag cement,admixtures in recommended proprtions as per IS:9103 to accelerate/retard setting concret,to improve durability and workability without imparing strenght:including pumping of concrete to site of laying,curing,carriage for all leads:but excluding the cost of centuring,centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge:for the following grades of concrete. All work upto plint level (a) Concrete of M25 grade with minimum cement content of 330kg/cum
All work above plinth level upto V level (d) Concrete of M25 grade with minimum cement content of 330kg/cum
CENTERING & SHUTTERING Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete.
e) Column, pillars, posts and struts etc.
d) Lintels, beams, girders, bressumers and cantilevers etc.
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height)
g)Stairs (excluding landing ) except spiral Staracase Etc.
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.
ROOFING AND TERRACING Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet roofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for 179.655 Sq.m.Laying and fixing 20 sheets in 3 row require Overall Sheet area of 20 x 3 x 3.05 x 1.072 plus 3% wastages = 202.061 Sqm After H & L laping as per manufacturer's specification, effective Area Measurable will be 20 x 3x 2.95 x 1.015 = 179.655 Sqm
Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses. Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer's specification, effective Measurable length will be (4 x 3.05) - (3 x 0.15) = 11.75m
Grading roof for water proofing treatment with (b) Cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or/and residual bitumen applied hot @ 1.45, 1.20 & 1.70 Kg. per Sq.m. of area respectively, second & fourth courses of roofing felt type-2 grade-I (fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per Sq.m. including preparation of surface excluding grading complete.
Making Khurras 45X45 cm with avg. miniumun thickness of 5 cm cement concrete 1;2;4 (1Cement 2 Sand ;4 graded stone aggregate of 20 mm finished with 12mm cement plaster 1:3:(1Cement 3 Coarse Sand ) and finished the outelet complete as per drawing.
Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand). c)150 mm diameter pip
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 (c) 150 mm diameter
Providingandfixingonwall faceC.I.accessoriesfor rainwaterpipesincludingfillingthe jointswithspunyarnsoakedinneatcementslurryandcementmortar1:2(1cement:2 fine sand) (A) CI Plain bend c) 150 mm diameter
(B) CI head flat or corner type bend : (c) 150 mm diameter Pipe
(D) CI Offset (Plain) - 150 mm diameter
CEILING WORK Providing and fixing false ceiling at all height 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 50mm long with 6mm 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 25mm long dry wall screws @ 230 mm interval, including fixing 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 for board, 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 with : (a) 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS Certification marks)
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) a) Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x1.9 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
Providingandfixing aluminumTowerboltsanodizedor 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 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 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. tubes
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. b) Size of Tile 600x600 mm complete.
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
Providing and fixing Ist quality ceramic glazed wall 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 Engineerin- 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 complete
FINISHING WORK 12 mm cement plaster on walls 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 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 flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic 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 W.C. 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 CPbrass 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. b) Flat back wash basin size 550x400 mm with single 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 :) 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 i)32 mm dia
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 Single equal plain Junction of required degree. A) 100X100x100mm
Providing and fixing collar Centrifugally cast Spun) Iron S & S100MM
Providing lead caulked joing to sand cast iron/ centrifugally cast (spun) iron Pipes and fitting of diameter 100MM
Providing and fixings and cast iron trap of self clead in sing 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) 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) 15 mm nominal bore
Providing and placing on terrace (a tall floor levels)polyethylene water storage tank, IS :12701marked,with coverandsuitable lockingarrangementandmakingnecessary holes for inlet,outletandoverflowpipesbutwithout fittingsandthebasesupport for tank.
Providing and fixing on wall face unplasticsed Rigid PVC rain water Pipes Conforming to IS: 13592 Type-A Including joing with seal ring conforing to IS:5382,leaving 10mm gap for Thermal Expansion (i) Single socketed Pipes. 110mm diameter
MISCELLANEOUS 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:Providing and Supplpying of Furnifure for Hostel
Table for Warden-3 X 4 & office room
Chair for warden & office room
Wooden double bed (warden)
Wooden bed Single
Cupboard
Curtaings for doors
Curtaings for windows
Doormat
Study Table
Study chair
Dining Table (Plastic 6 seater)
Dining Chair
SH-III: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.
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