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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹6.7 L (5.10%)Admitted-Finance | ₹1.4 Cr+₹6.7 L (5.10%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹7.7 L (5.83%)Admitted-Finance GOVT CONTRACTOR ROOM NO 10 MARTHOMA CHURCH SHOPPING COMPLEX POST BOX NO 240 GOAL GHAR SRI VIJAYA PURAM PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹1.4 Cr+₹7.7 L (5.83%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹10.0 L (7.57%)Admitted-Finance | ₹1.4 Cr+₹10.0 L (7.57%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹11.4 L (8.65%)Admitted-Finance | ₹1.4 Cr+₹11.4 L (8.65%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M Abdul Hameed L15 | RAVI REALCONS PRIVATE LIMITED L18 | AMR TRADERS L4 | M/S T.THIYAGARAJAN L17 | M/S Sophia Constructions L6 | SHARDA CONSTRUCTION L14 | N V JOHN L12 | Mega Engineers and Builders L11 | M/s V M K CONSTRUCTION L10 | P G EAPPEN CONSTRUCTION PRIVATE LIMITED L8 | Salcon Engineers andFabricators L5 | MANICKAM ENTERPRISES L3 | T ROBERT KENNEDY L16 | P L VALLIAPPAN L13 | AG Construction L7 | Kathir Marketing Services L9 | M/S P.SURYA RAO L2 | Vandana Enterprises L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||||||||||||||||||
| 1.10 | All kinds of soil. | 292.14 | cum | 410 ₹1,19,777.4 | 230 ₹67,192.2 | 125 ₹36,517.5 Lowest | 390 ₹1,13,934.6 | 200 ₹58,428 | 400 ₹1,16,856 | 300 ₹87,642 | 300 ₹87,642 | 180 ₹52,585.2 | 250 ₹73,035 | 200 ₹58,428 | 250 ₹73,035 | 230 ₹67,192.2 | 400 ₹1,16,856 | 320 ₹93,484.8 | 300 ₹87,642 | 160 ₹46,742.4 | 200 ₹58,428 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 221.55 | cum | 190 ₹42,094.5 | 210 ₹46,525.5 | 150 ₹33,232.5 | 285 ₹63,141.75 | 150 ₹33,232.5 | 350 ₹77,542.5 | 240 ₹53,172 | 200 ₹44,310 | 80 ₹17,724 | 200 ₹44,310 | 70 ₹15,508.5 Lowest | 150 ₹33,232.5 | 200 ₹44,310 | 300 ₹66,465 | 150 ₹33,232.5 | 200 ₹44,310 | 130 ₹28,801.5 | 150 ₹33,232.5 |
| 3.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 50 | cum | 550 ₹27,500 | 900 ₹45,000 | 450 ₹22,500 | 550 ₹27,500 | 700 ₹35,000 | 2,000 ₹1,00,000 | 510 ₹25,500 | 500 ₹25,000 | 500 ₹25,000 | 600 ₹30,000 | 500 ₹25,000 | 300 ₹15,000 Lowest | 400 ₹20,000 | 500 ₹25,000 | 350 ₹17,500 | 1,000 ₹50,000 | 580 ₹29,000 | 500 ₹25,000 |
| 4.00Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | |||||||||||||||||||||
| 4.10 | All kinds of soil | 400 | sqm | 40 ₹16,000 | 25 ₹10,000 | 225 ₹90,000 | 65 ₹26,000 | 20 ₹8,000 | 120 ₹48,000 | 30 ₹12,000 | 20 ₹8,000 | 8 ₹3,200 Lowest | 15 ₹6,000 | 20 ₹8,000 | 10 ₹4,000 | 10 ₹4,000 | 120 ₹48,000 | 15 ₹6,000 | 100 ₹40,000 | 100 ₹40,000 | 70 ₹28,000 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||||||||||||||||
| 5.10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 20.04 | cum | 8,100 ₹1,62,324 | 8,600 ₹1,72,344 | 9,750 ₹1,95,390 | 12,500 ₹2,50,500 | 6,800 ₹1,36,272 Lowest | 9,500 ₹1,90,380 | 9,100 ₹1,82,364 | 8,500 ₹1,70,340 | 8,000 ₹1,60,320 | 9,500 ₹1,90,380 | 7,800 ₹1,56,312 | 7,200 ₹1,44,288 | 8,120 ₹1,62,724.8 | 9,200 ₹1,84,368 | 7,550 ₹1,51,302 | 8,000 ₹1,60,320 | 8,800 ₹1,76,352 | 8,500 ₹1,70,340 |
| 5.20 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 24.57 | cum | 7,600 ₹1,86,732 | 8,000 ₹1,96,560 | 7,650 ₹1,87,960.5 | 11,500 ₹2,82,555 | 6,000 ₹1,47,420 Lowest | 9,000 ₹2,21,130 | 8,800 ₹2,16,216 | 7,500 ₹1,84,275 | 7,500 ₹1,84,275 | 9,000 ₹2,21,130 | 7,500 ₹1,84,275 | 6,500 ₹1,59,705 | 7,420 ₹1,82,309.4 | 8,500 ₹2,08,845 | 7,100 ₹1,74,447 | 7,500 ₹1,84,275 | 7,800 ₹1,91,646 | 8,000 ₹1,96,560 |
| 6.00 | Providing and laying damp-proof course 40mm
thick with cement concrete 1:2:4 (1 cement : 2
coarse sand derived from natural sources): 4
graded stone aggregate 12.5mm nominal
size derived from natural sources) | 11.31 | sqm | 650 ₹7,351.5 | 800 ₹9,048 | 1,250 ₹14,137.5 | 850 ₹9,613.5 | 8,000 ₹90,480 | 800 ₹9,048 | 490 ₹5,541.9 | 400 ₹4,524 | 650 ₹7,351.5 | 420 ₹4,750.2 | 400 ₹4,524 | 350 ₹3,958.5 | 520 ₹5,881.2 | 250 ₹2,827.5 Lowest | 525 ₹5,937.75 | 500 ₹5,655 | 550 ₹6,220.5 | 700 ₹7,917 |
Tender Value
₹1.7 Cr
Closing Date
7 Sept 2021, 3:00 pmClosed
EE, CD-III,APWD, PROTHRAPUR
O/o EE, CD-III,APWD, PROTHRAPUR
Construction of 3 storied Office-cum-Residence building at Puthergudda for Electricity Department under CD-III APWD Prothrapur
2021_APWD_3468_1
NIT No. 01/EE/CD-III/2021-22
Open Tender
Civil Works - Buildings
Works
365 days
Puthergudda
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
EE, CD-III,APWD, PROTHRAPUR
Exempted
O/o SE, CC-I, APWD PORT BLAIR
8 Sept 2021
10 Aug 2021
8 Sept 2021
11 Aug 2021
7 Sept 2021
31 Aug 2021
25 Aug 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources): 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level :
1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Stairs, (excluding landings) except spiral-staircases
Weather shade, Chajjas, corbels etc., including edges
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured)
5.0 mm thick instead of 4 mm thick.
Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to openings /wooden frames with rawl plugs screws etc.
Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
Twin rubber stopper
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 mm PVC frame 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.
35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge.
Decorative finish (wood grained finish)
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). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerancein dimension i.e. in depth & width of profile shall be acceptable.
Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm).
Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall 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 sealent 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 sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x 110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm).
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Electric resistance or induction butt welded tubes
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing bolts including nuts and washers complete.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
18 mm thick
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
40 mm wide and 4 mm thick
Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Single tee with door
Single tee without door
75 mm bend
110 mm bend
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 fine sand)
6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
Water thinnable cement primer
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required:
White glazed fire clay kitchen sink of size 600x450x 250 mm
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
Semi rigid pipe
40 mm dia
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
Providing and fixing soil, waste and vent pipes :
100 mm dia
Sand cast iron S&S pipe as per IS: 1729
Providing and fixing terminal guard :
Sand cast iron S&S as per IS - 1729
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
100 mm inlet and 100 mm outlet
Sand Cast Iron S&S as per IS: 1729
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
20 mm nominal outer dia Pipes
25 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
20 mm nominal dia Pipes
25 mm nominal dia Pipes
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
20 mm nominal bore
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
150 mm diameter
Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
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.
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
15 mm nominal bore
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
15 mm nominal bore
Providing and fixing PTMT grating of approved quality and colour.
Circular type
100 mm nominal dia
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
With Sewer bricks conforming to IS : 4885
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length), fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60 mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm long, complete as per direction of Engineer-in-charge.
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
Upto 5mm depth and 5 mm width
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
Supply and filling in plinth with pulverized sand under floor including watering ramming and consolidation and dressing complete.
Providing and fixing plain E-Board ceiling of approved quality with necessary nails etc. complete (frame work paid separately 4 mm thick.
Providing and laying hollow cement concrete blocks walling 200mm thick consisting of hollow block size 400x200x200mm of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size) laid in cement mortar 1:6 (1 Cement : 6 coarse sand) up to floor five level)
Providing and laying hollow cement concrete blocks walling 100mm thick consisting of hollow block size 400x100x100mm of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size) laid in cement mortar 1:6 (1 Cement : 6 coarse sand) up to floor five level.
Providing and fixing in position eaves or facia board with 19mm thick marine ply (BWR) 30 cm wide including with nuts and bolts etc. complete painting over priming coat of approved quality.
Painting with interior emulsion of approved brand and manufacture to give an even shade:
Two or more coats on new work.
Wall painting with exterior emulsion paint of approved brand and manufacture to give an even shade:
Two or more coats on new work.
Providing cement concrete surface drain with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) finished with 1:4 (1cement : 4 sand) including floating coat of neat cement inside the drain and its top and exposed surface, including earthwork in excavation and disposed of surplus earth etc. complete.
23x23cm surface drain.
Providing and fixing of uPVC panels of size 100 x 20mm (DP 760) in door shutter of existing frames of UPVC doors etc. complete.
Construction of Septic tank with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including RCC precast to slab 10 mm thick with CC 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 20 cm thick foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with water proof cement mortar 1:4 (1 cement : 4 fine sand) finished with floating coat of neat cement 40 mm thick CC flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) including RCC buffle wall 10 cm with terminal guard complete as per design, drawing and direction of Engineer-in-charge.
100 Users
M/S P.SURYA RAO
MANICKAM ENTERPRISES
AMR TRADERS
Salcon Engineers andFabricators
M/S Sophia Constructions
AG Construction
P G EAPPEN CONSTRUCTION PRIVATE LIMITED
Kathir Marketing Services
M/s V M K CONSTRUCTION
Mega Engineers and Builders
N V JOHN
P L VALLIAPPAN
SHARDA CONSTRUCTION
M Abdul Hameed
T ROBERT KENNEDY
M/S T.THIYAGARAJAN
RAVI REALCONS PRIVATE LIMITED
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