Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Residential Properties
Opening Date12 Jan 2021
Closing Date27 Jan 2021
Tender Amount₹ 18,93,52,372
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
370496Bid Award Id
ViewTender No
T No 05/CE-II/APIIC/2020-21 Dt:12.01.2021Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
GEM & Bid Advisory Services
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BOQ Items
Filling with Dust in basement or foundation trenches with all leads in layers not exceeding 15 cms, consolidating each deposited layer by watering and ramming, all operational incidental, labour charges, including cost and conveyance of water,sand to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
204.76
-
1493.81
Plain Cement Concrete (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for levelling course in foundations using 40mm size (SS5) hard,machine crushed HBG metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface smooth to the required level curing etc., complete for finished item of work. (APSS No. 402)
255.14
-
4458.54
Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for levelling course in foundations using 40mm size (SS5) hard,machine crushed HBG metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface smooth to the required level curing etc., complete for finished item of work. (APSS No. 402)
2901.97
-
4216.7
Filling with gravel in trenches, sides of foundations and basement with all leads in layers not exceeding 15cm thick, consolidating Each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work as per standard specification. (APSS NO. 309 & 310).
12025.2
-
617.6
Filling with borrowed earth obtained from local sources spreading in layers to low lying area not more than 150mm thick including watering and compacting each layer to compaction including cost and conveyance of all materials, water, etc., T&P all taxes etc., complete as directed by the engineer in charge.
1611.49
-
444.18
Filling with useful excavated soil in trenches, sides of foundations and basement with all leads in layers not exceeding 15cm thick, consolidating Each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work as per standard specification. (APSS NO. 309 & 310)
14361.54
-
33.75
Supply and placing of the VRCC Design Mix Concrete of grade M-25 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) consisting of 60% of 20mm,15% of 12.5mm,15% of 10mm & 10% of 6mm from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc. Complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.
-
-
-
FOUNDATIONS : Footings
261.16
-
9303.49
PLINTH BEAMS
140.53
-
11819.49
Pedestal
180.23
-
9878.67
LINTELS
136.17
-
12473.21
Sun Shades
163.74
-
1125.98
COLUMNS-GF
27.65
-
12463.27
Providing High Yield Strength Deformed steel bars (Fe 415 grade as per IS 1786-1979) of different diameters, including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of approved materials and size and tying with binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete at all heights for finished item of work. (APSS No.126)
81.31
-
54368.75
Providing Antitermite treatment as per IS 6315 (Part - 2) 2001 (Pre-constructional chemical treatment measures) along the internal & external vertical faces of the columns, plinth beams, basement and top surface of the basement filling below flooring bed as per the specified procedure conforming to IS 6315 (Part-2) 2001 and other relevant approved specification duly using Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration @ 7.5 Litres/ sqm of the vertical surface & @ 5.0 Litres/ sqm of the horizontal surface of the substructure to a depth of 500 mm around columns & 300 mm deep around plinth beams, basements & floor filling area including excavation channel along the wall & rodding etc. & cost & conveyance of all materials to the site, cost of labour for spraying, rodding etc. complete for finished item of work as per the approval of the Engineer-in-Charge.
14040
-
369.61
Masonry for panel walls in superstructure with CM (1:6) prop: (cement : sand) using Flyash solid blocks of size 290mmx225mmx140mm and having minimum compressive strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, Flyash solid blocks, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete at all heights for finished item of work. (APSS No. 501 & 504).
1970.52
-
3005.75
Plastering to walls 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for finished item of work for all heights. (SS 901,903 & 904)
3500.28
-
436.43
Plastering in 20mm thick in two coats to all internal faces of brick masonry walls with a base coat of 16mm thick in CM(1:6) and 4mm thick top coat in cement mortar(1:4) with dubara sponge finishing, excluding cost,seiniorage and conveyance of all materials like cement , sand,water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, all taxes, etc., complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-8-9
7467.58
-
451.48
Plastered band with 15mm thick moulded cement mortar band in CM(1:4) (1 Cement:4 Sand)upto 100mm in width raised band including cost and conveyance of all materials like cement, sand , water etc. to site excluding seigniorage charges, sales and other taxes and materials and all operational, incidental charges on materials & including cost of all labour charges for mixing mortar, finishing, scafollding, lift charges, curing including cutting as directed by the Engineer-in-Chief etc., complete for finished item of work of all heights (SS 901,903,904).{BLD-CSTN-6-17,(69),P.No.685 - Rev.Buld. Datas}
425.7
-
129.52
Painting with plastic emulsion Grade-I paint to exterior faces of new walls with two coats of approved make shade and colour including prime coat including cost and conveyance of materials like Plastic Emulsion paint of Grade - I to site including cost of brushes, scaffolding charges, lift charges and labour charges such as preparing the wall, applying two coats of Plastic Emulsion one coat of primer, total three coats etc., complete for finished item of work (APSS No.910, 911&1201) in all floors.
3608.94
-
182.99
Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls
3894.41
-
135.23
Providing and fixing factory made uPVC white colour casement/casementcum fixedglazed 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 rollforming process of required length (shape & size according to uPVCprofile), uPVC extruded glazing beads of appropriatedimension, EPDMgasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size forfixing frame to finished wall, plastic packers, plastic caps and necessarystainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusionwelded including drilling of holes for fixing hardware's and drainage ofwater etc. After fixing frame the gap between frame and adjacent finishedwall shall be filled with weather proof silicon sealant over backer rod of required size and of
283.5
-
7138.43
approved quality, all complete as per approveddrawing & direction of Engineer-in-Charge inclusive of cost of Single / double glass panes and silicon sealant . 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 acceptedbut no extra payment on this account shall be made. Casement window double panels with top fixed with S.S. frictionhinges (350 x 19 x 1.9 mm) made of (small series) frame47 x 50mm, sash 47 x 68 mm & mullion 47 x 68 mm allhaving wall thickness of 1.9 ± 0.2 mm and single glazing beadofappropriate dimension. ( Area of window upto 2.50 sqm).
-
-
-
Providing and fixing welded M.S. grills with MS 12mm Square bars for window / ventilator openings including welding and rounding the noces and grinding smooth the joints and fixing with necessary screws, bolts including two coats of first quality synthetic enamel paint over a coat of zinc chromate primer, etc. complete, for Finished item of work including cost of all incedentals and T&P and as directed by Engineer -In -Charge.
7441.88
-
112.82
Supply & fixing of Rolling shutter with made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc. complete for finished item of work as per special spn: 1108
28.35
-
3633.41
Providing fabricating and fixing in position MS rolling shutter with Gear as per IS 6248-1979, with following specifications as directed by engineer incharge etc complete. Rolling shutter to be made of 1.20mm x 75mm MS Lath of convex corrugations. Lock plate with MS sheet of min. 3.15mm thickness with strengthening angle 35mm x 35mm x 2mm size. The locking plate should be provided with 2 pulling handles on both inside and outside. The guiding channels on both sides should be of min. 75mm depth made in 3.15mm MS sheet. The curtain should project min. 60 mm width clearances of 10mm. The guide channels should be fixed to column / wall with min. 3 supporting cleats / bolts / screws a dowel / hook / pins for embedding in walls. Spacing of these should not be more than 0.75m.Bracket plates should be of min. 450mm x 450mm x 6mm size. 40mm x 40mm x 6mm angle min. 200mm long split at end as hold fast should be welded to bracket plate. The suspension shaft of the roller shall be made of 50mm dia. Nominal bore steel pipe confirming to IS 1161-1968.The pipes of suspension shaft which are clamped to brackets shall be fitted with rotatable cast-iron pulleys to which curtain is attached. The pulleys shall be
144
-
5532.98
interconnected with a cage formed out of MS flats so that torque is distributed uniformly. Self aligning two row ball bearings shall be provided with special cast-iron casting at the extreme pulleys at either ends. The casting rings shall have min. spacing of 15cm and there shall be at least 4 nos. flats running throughout the length of the roller. Hood cover shall be hexagonal or square in shape made of min. 0.90mm thick MS sheet with necessary stiffening by MS angles. All gears, worms, etc used in the assembly of the rolling shutters shall be machine-cut. Worm gear wheels shall be of high grade cast iron or mild steel or phosphor bronze. The worms shall be of mild steel or gun-metal or phosphor bronze. All safety devices like anchoring rods, central hasp and staple should be fixed to bottom lock plate. The rate should include supplying and fixing of all accessories like locking, arrangements, pulling hooks, handles, sliding locks, stoppers. All the components of rolling shutter shall be given are coat of brushing quality ready mixed primer.
The rate is for finished product all inclusive of , cost of material like hood cover and springs, bearings, locks, ball bearings, all accessories etc., complete including taxes, transportation labor charges for manufacturing transportation and fixing in place to line and grade, cost and operational charges of T&P, overheads all incidentals etc complete for finished item of work as spl spn 1108.
-
-
-
Providing and laying Vaccum Dewatered flooring of 100mm thick with M20 Design Mix cement concrete minimum 330 kgs of cement and 20 mm and below size graded aggregate laid in line & grade as per drawings and directions including shuttering machine mixing, laying, compacting, vaccum dewatering and curing, use of coarse aggreagte and fine aggregate in specified proportion, vibrating and finishing with a neat cement float finish on top and dewatering using vaccum dewatering machine, curing etc., complete for finished item of work for flooring of Godown. The construction joint to be formed by cutting with mechanical saw in both direction at 4X4 m. interval the size of groove shall be 3 mm x 50 mm portion with polysulphide joint sealant be provided as directed by Engineer in charge The construction joint to be formed by cutting with mechanical saw in both direction at 4 m. interval the size of groove shall be 3 mm x 10 mm portion with polysulphide joint sealant be provided as directed by engineer-in-charge.
14076
-
1753.08
Designing, providing, fabrication and erection/fixing in position PEB structure for PEB Roofing System as per following specification. The structure should be designed as per relevant codes for dead load, live load of 0.57KN/M2 (To take care of the firefighting pipe loads whichever is higher), wind load of 50m/sec, seismic loads as per IS 1893 and its combinations as per codes. The structural designs and drawings should be submitted along with design calculations and basis of design, incorporating the actual site dimensions and get approved by the engineer in charge. The clear dimensions of the godown to be 52m x 90.00m. The average floor level of godown is 0.45 m above the finished ground level.
495
-
124360
Fabrication should be done as per relevant IS code and approved drawing and the structural system should be designed, fabricated and erected as per the actual site dimensions of the Godowns and canopy. as directed by Engineer in charge. The rates of structural steel should include cost and erection and painting of main structure bracings purloins, steel substructure etc at site. The fabrication should be as per actual site alignment of the columns and their spacing. The rate should be inclusive of providing and applying one coat of red-oxide paint and minimum two coats of industrial quality synthetic enamel paint to the steel structure to give a finished look. The rates should also include one coat of enamel touch-up paint to the supporting structure after erection of the structure. The payment will be made for the actual work executed on weight basis. The rate is inclusive of transportation, fabrication, painting ,erection both with tripod and mechanical crane, incidentals, hire and operational charges of tools and plants, getting temporary power supply, design and drawing preparation charges all-inclusive for finished item of work. (For all structural items like builtup beams,columns,purlins,grids,bracings,hardware and other accessories )
-
-
-
Supply and installation of Pre-Painted Galvalume Trapezoidal Profile Roofing Sheets with 0.50mm thickness ,coating :Alu-Znic coating AZ150 GSM .TensileStrength :550 MPA .Paint coating: Regular Modified Polyester Painting .Painting Thickness (Top):18 to 20 Microns ,(Bottom):5 to 7 Microns .Sheet width :1.020,Length:Maximum 12 Meters with Regular Range Colours. on the existing PEB structure with ridge caps, flashings eaves gutters and down take pipes of same material as Roof sheeting, The sheet and the ridges should be colour coated galvalume AZ 150 (min 150 gms/sq.mt. total on each sides) profiled sheets for roofing . The feed material is manufactured out of nominal 0.45 mm base metal thickness (BMT) (0.5 mm TCT)confirming to ASTM A792, hi-strength steel with min.550 MPa yield strength metallic hot dip coated with aluminium -Zinc alloy (55 % aluminium 43.4% zinc 1.6% silicon) with COLORBOND are equivalent steel quality super durable polyester paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um, exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with suitable square fluting in the five pan at nominal 180-250 mm center to center. The end rib shall be designed for anti-capillary groove & return leg. The feed material should have coil manufactures product details marked at regular interval. Including fasteners with min. fastened with min.25 um zinc-tin alloy coated, hex head, self-drilling screw etc. complete (Min Weight of profile 4.52 Kg/Sqm). The sheet should be provided with sky light with min 2mm thick embossed clear polycarbonate sheet with guard mesh(for 5% of roof area) complete with tappipng screws with EPDM bonded GI washers all as per specifications and codes to provide a leak-proof roof and roof drainage system directed by Engineer in charge. The payment for finished item will be made on the basis of sheat area measured actual and area of canopy if provided will be measured in plan.
14716.53
-
579.58
Supply and installation of Pre-Painted Galvalume Trapezoidal Profile Roofing Sheets with 0.50mm thickness ,coating :Alu-Znic coating AZ150 GSM .TensileStrength :550 MPA .Paint coating: Regular Modified Polyester Painting .Painting Thickness (Top):18 to 20 Microns ,(Bottom):5 to 7 Microns .Sheet width :1.020,Length:Maximum 12 Meters with Regular Range Colours. on the existing Column structure with eaves gutters and down take pipes of same material as Cladding sheeting, The sheet should be colour coated galvalume AZ 150 (min 150 gms/sq.mt. total on each sides) profiled sheets for Columns . The feed material is manufactured out of nominal 0.45 mm base metal thickness (BMT) (0.5 mm TCT)confirming to ASTM A792, hi-strength steel with min.550 MPa yield strength metallic hot dip coated with aluminium -Zinc alloy (55 % aluminium 43.4% zinc 1.6% silicon) with COLORBOND are equivalent steel quality super durable polyester paint coat (with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um, exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with suitable square fluting in the five pan at nominal 180-250 mm center to center. The end rib shall be designed for anti-capillary groove & return leg. The feed material should have coil manufactures product details marked at regular interval. Including fasteners with min. fastened with min.25 um zinc-tin alloy coated, hex head, self-drilling screw etc. complete (Min Weight of profile 4.52 Kg/Sqm). The sheet should be provided with tappipng screws with EPDM bonded GI washers all as per specifications and codes to provide a leak-proof cladding as directed by Engineer in charge. The payment for finished item will be made for actual sheeting on the basis of sheat area measured in plan.
3914.76
-
579.58
Towords supply and fixing 50mm thick 48kg/Cum density Rockwool insulation with one aluminium backing and GI wire mesh of 50x50x1.6mm complete for roof area only with requisite fasteners and as per the specified parameters and codes as dairected by the enginer incharge.
14256
-
650
Supply and fixing of ALLUMINIUM TURBO VENTILATORS on sky light roof sheet inner dia 600mm dia and outer dia of 800mm with 2 sets of 12G - 14x25 SDTS - 6 Screws FRP lining, rubbers gasket, GI Strrup 2mm thick 12G-14x25 SDTS @ 50C/c installed as per approved drawing at site etc. including cost and conveyance, taxes of all materials, accessories, labour charges etc., complete for finsihed item of work with roof sheet 2mm thick of size 1.5x1.00M.
30
-
7450
Painting two coats with synthetic enamel paint first grade to new iron work including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (SS No. 1201, 1212 & 1207). {BLD-CSTN-12-12} - For Rolling Shutter.
439.4
-
127.07
Providing and laying of RCC NP4 600mm diameter Plain ended pipes for culverts on 1st class bedding of granular material inclueding cost and conveyance of pipes to site, all taxes, lablour charges including fixing with cement mortar (1:2) excluding excavation, back filling, concrete and parapet wall etc., complete for finished item of work.
100
-
3571.34
Providing and laying of RCC NP4 450mm diameter Plain ended pipes for culverts on 1st class bedding of granular material inclueding cost and conveyance of pipes to site, all taxes, lablour charges including fixing with cement mortar (1:2) exclusding excavation, back filling, concrete and parapet wall etc., complete for finished item of work. - For Road Crossings: RBR-PCVT-4(4)
120
-
1793.45
Supply , laying and fixing of following RCC hume pipe NP2 class 300 MM DIA in ground complete with RCC collars, jointing with cement mortar 1:2( 1 cement : 2 fine sand) etc including labour charges etc complete as required.
170
-
1295.81
Constructing Harvesting Pits of size 6.00mx6.00mx3.00m including cost of earthwork excavation, 40mm HBG Metal upto 1.50m depth, 20mm HBG Metal upto 0.60m depth, Sand upto 0.60m depth including cost of constructing brick masonary with 12mm thick plastering, etc., including cost and conveyance of all materials and labour charges etc., complete for finished item of work.
3
-
211446.3
WATER SUPPLY AND SANITARY.
-
-
-
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges excluded on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
12
-
6269.28
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification andincluding cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges excluded on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
13
-
9792.48
Providing and constructing on sewer, B.B. masonry rectangular manhole of size 0.9 X 0.6 m with 23 cm brick work, in CM 1:6 proportion with 12 mm thick internal plaster in CM 1:4 proportion and 20 mm thick external plaster in CM 1:3 proportion with smooth plaster on both sides including excavation, sand bed of 50 mm thick, foundation concrete 250 mm thick and haunches and channels in C.C. 1:2:4 proportion and refilling with excavated soil, finishing channels in smooth rendering, providing Encapsulated Polythene type steps each weighing., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 86 X 56 cm dia. etc. complete as shown in drawing and as directed by Engineering-charge.
8
-
14169.82
Supplying and fixing of SWR PVC pipes (Prince/Sudhakar/Kisan/Supreme or any ISI brand) 6 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges, overheads & contractors profit complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)-160mm dia
288.75
-
271.35
Reinforced Masonry for partition walls in CM (1:4) prop. (Cement : Sand) using Flyash lime solid blocks of size 290mm x 112/100mm x 140mm having minimum compressive strength of 50 Kg/Sq.cm and placing 2 nos of 6mm M.S plain rods in every third layer with free ends of the reinforcement pegged into mortar joints of main brick walls where applicable including cost and conveyance of all materials like cement, steel, sand, Flyash solid blocks, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, all operational, incidental charges such as labour charges like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., but excluding cost of steel and its fabrication charges complete for finished item of work. (APSS No. of 501 & 509)
469.99
-
1776.58
Flooring with Non-skid Ceramic floor tiles of size 300 x 300 mm and thickness between 7-8 mm 1st quality conforming to IS:13711, IS:13712, IS:13630 (Parts 1 to 15) of any colour and finish in all shades and designs of first quality of make set over a base coat of CM (1:8) prop. 12mm thick over CC bed already laid including neat cement slurry of honey like consistency spread at the rate of 3.3 kgs per Sqm. and filling the joints with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles, white cement etc., to site, (excluding cost of C.C. bed) including cost of on all materials, cost of base coat and all labour charges for mixing of cement mortar, laying tiles to required slope as directed by the Engineer- in-charge curing etc., complete for finished item of work in all floors. (APSS No.701 & 707)
330.48
-
944.74
Dadooing to walls with ISO accredited coloured glazed tiles of make as approved by Engineer-in-charge of size not less than 300mmx200mm size set over 12mm thick CM (1:5) base coat and neat grey cement slurry of honey like consistency at the rate of 3.3 kg.s per sq.mt and jointed with white cement paste mixed with pigment of matching shade to match the shade of tiles including cost and conveyance of all materials and water to work site excluding seignorage charges, sales & other taxes on all materials, cost of base coat, all operational, incidental, and labour charges such as mixing mortar, fixing in position, including lift charges, curing etc., complete for finished item of work in all floors. (APSS No.701 & 707)
1129.94
-
1043.63
Supply and fixing of doors as per approved drawings with 2nd class teak wood frame of section 125mm x 75 mm and ISI marked flush door shutter of 40mm thick single shutters with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides and fixed with 1mm thick laminate matt finish both sides including cost and conveyance to site of teak wood frame, flush shutter including supply and fixing 6nos MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked aluminium fixtures of 4 Nos butt hinges 150mm long , 1 No. aldrop 300mm x 16 mm dia, 1 Nos. tower bolt of 300 mm x 12 mm dia at top, 2 Nos.150mm long handle, including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc. complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1200mm x 2100mm)
30.24
-
6973.56
Supply and fixing of doors as per approved drawings with 2nd class teak wood frame of section 125mm x 75 mm and ISI marked flush door shutter of 40mm thick single shutters with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides and fixed with 1mm thick laminate matt finish both sides including cost and conveyance to site of teak wood frame, flush shutter including supply and fixing 6nos MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked aluminium fixtures of 4 Nos butt hinges 150mm long , 1 No. aldrop 300mm x 16 mm dia, 1 Nos. tower bolt of 300 mm x 12 mm dia at top, 2 Nos.150mm long handle, including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc. complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (900mm x 2100mm)
5.67
-
9123.56
Providing and fixing of Polyvinyl chloride (PVC) Doors with a Frame size of 50 x 47mm with a wall thickness of 5mm, made out of extruded 10 mm rigid PVC foam sheet and 30mm thick Solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness including all labour charges for fixing, cost of fixtures with required no.of screws, bolts and nuts for fixing the frame in position, fixing shutter to frame etc. completed for finished item of work
84.35
-
4274
Providing, supplying & fixing of Top hung Ventilator With Exhaust Fan Provision made out of multi chambered uPVC sections with TPV gaskets having isolated drainage and reinforced with Galvanized Iron profiles throughout the window. The outer frame having a overall size of 60 x 55 mm with reinforcement of 1 mm thickness, Mullion with overall size of 74 x 60 mm with reinforcement of 1 mm thickness and Sash with overall size of 75 x 60 mm with reinforcement of 1.5 mm thickness. Glazing bead for fixing of glass shall be of size 34 x 20 mm coextruded with gasket. Ventilator shall be provided with 4.5 mm Pin Head glass, standard hardware, single point locking and friction stays. Wall thickness of frame, mullion and sash shall be 2.0 mm
14.85
-
8727.9
Supplying and fixing of SWG Gully traps 150mm x 100mm of ISI make confirming to IS 651 & 4127 with C.I grating & constructing cement brick masonry in CM (1:6) prop., intermediate chamber and fitted with 304.8 mm X 288.6 mm (12"x9") C.I Frame with hinged cover of standard make as approved including cost and conveyance of all materials to site, labour charges, overheads & contractors profit etc., complete for finished item of work.
18
-
551.03
Supplying and fixing of 3" (76.2mm) Nahany trap with jali - UPVC/SWR pipe fittings as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges , overheads & contractors profit etc., complete for finished item of work.
96
-
97.71
Supplying and fixing 580mm x 440mm long Orissa pan white glazed Water Closet 1st quality ISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick - ISI mark and providing masonry seat, CC squatting plate and 10 litres capacity single flush PVC low level cistern Parryware or equivalent with internal components fixed on 2 Nos. of teak wood blocks of size 76.20mm x 101.60mm using required size of nails, screws as approved by Engineer-in-charge, angle stop cock 12.70mm dia. first quality Indian make heavy duty Seiko/Senior/Nice or equivalent, 12.70mm PVC connection with brass union nuts CP coated , 31.75mm brass plumber union, P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges excluded, overheads & contractors profit etc., complete for finished item of work.
12
-
4183.02
Supplying and Fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 ofwhite glazedwith 'P' trap with flush tank, seat cover of approved make with rubber buffer and cap 15 mm angle stop cock 450mm long PVC inter connection pipe wall flanges all of approved make, chrome plated bib cock cum health faucet of jaquar make queen series,etc. complete for finished item of work in all respects:
18
-
6429.47
Supplying & Fixing Indian makeFlat Back Wash Hand Basin1st quality conforming to IS:2556-Part-4:1972 with waste fittings like rubber plug, chain,32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Senior/ Nice/ Esso or equivalent complete with standard CI brackets including wooden block: 450 x 300 mm - Double C.P. Pillarcock
12
-
2951.43
Supply & fixing NP soap dish heavy type complete including cost and conveyance of all materials, labour charges for fixing , overheads & contractors profit for finished item of work in all floors
12
-
249.95
Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges , overheads & contractors profit for finished item of work in all floors.
12
-
513.54
Supplying and fixing Long body bib cock fancy type of size 12.70mm dia of Indian make heavy duty as approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.
36
-
621.47
Supplying and fixing Short body bib cock fancy type of size 12.70mm dia of Indian make heavy duty as approved by the Engineer-In-Charge including cost and conveyance of all materials, labour charges , overheads & contractors profit complete for finished item of work in all floors.
21
-
596.48
Supplying and fixing of SWR PVC pipes (Prince/Sudhakar/Kisan/Supreme or any ISI brand) 4 Kg/Sq.cm. and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges, overheads & contractors profit complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)
-
-
-
110mm Dia
263.7
-
243.33
75mm Dia
299.7
-
168.72
Supplying and fixing white glazed flat back half stall urinals of size 590 mm x 375 mm x 390 mm with integral flushing rim fixed with screws complete Indian make (HSW / Parry / Neycer) conforming to IS:2556-1995 as approved by Engineer-in-charge, including Supply & fixing of 12.7 mm PVC connection with brass plumber union nuts CP coated, 12.70 mm push cock 1st quality of approved make, 31.75 mm dia PVC flexible waste pipe of 914.4 mm length of 1st quality including cost and conveyance of all materials to site, labour charges etc., overheads & contractors profit complete for finished item of work for all floors.
15
-
3759.24
Supplying and fixing white glazed Ladies urinals with integral flushing rim fixed with screws complete Indian make (HSW/Parry/Neycer) conforming to IS:2556-1995 as approved by Engineer-in-charge,including cost and conveyance of all materials to site, labour charges etc., overheads & contractors profit complete for finished item of work for all floors.
15
-
3605.57
Supplying and fixing of 16mm to 20 mm thick polished granite slab partitioins of size 4' 0" x 2' 0" for urinals including full rounding the edges , fixing in position, polishing, including cost and conveyance of all materials and labour charges , overheads & contractors profit complete for finished item of work for all floors.
15
-
1704.63
Supplying & fixing 4 " x 24 " (101.6x609.6mm) white glazed porcelain channel fixed in brick masonry white cement pointing.
30
-
667.49
Supply and fixing of Ashirvad/ Ajay/ Astral Flowguard or equivalent CPVC Pipes and Fittings SDR 11 to meet the requirement of ASTM-D 2846 and are produced in CTS (Copper Tube Sizes 1/2" to 2") for hot and cold water (IS 15778:2007) including cost and conveyance of all materials to site, labour charges for fixing, overheads & contractors profit complete for finished item of work at all floor levels.
-
-
-
54MM OD
230
-
496.5
54mm OD
200
-
496.5
41.30mm OD
165
-
302.22
34.90mm OD
70
-
219.28
28.60mm OD
70
-
139.75
22.20mm OD
261
-
96.57
15.90mm OD
270
-
60.22
Supplying and fixing Chrome plated bib cock cum health faucet with 1m long flexible tube and wall hook of Jaquar make queen series/Jupiter Aqua Lines-JAL-make Nira as approved by Engineer-In-Charge with 7 years warranty with necessary fittings etc., complete including cost and conveyance of all materials, labour charges , overheads & contractor profit complete for finished item of work in all floors
30
-
4269.65
Supply and fixing of SWR PVC Cowl vents.
-
-
-
110mm Dia
9
-
18.18
75mm Dia
27
-
13.63
Supply and fixing of cpvc GATE valves.
-
-
-
54mm OD
2
-
589.66
34.90mm OD
3
-
350
Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1as per India Gypsum) using 12.5 mm thickGyp Board conforming to IS 2095 - 1982 fixing to Gyp steel GI perimeter channels ofsize 20 mm x 27 mm x 30 mm(web) of 0.55mm thick along the perimeter of ceilingscrew fixed to brick work/ partition at 610mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x15mm x 0.9 mm) from soffit at 1220 mm c/c with ceiling angle (25 mm x 10 mm x 0.55mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm x 26mm x 10.5 mm x 0.55 mm) fixed in direction perpendicular to the intermediate channel at457 mm c/c and fixing the 12.5 mm tapered edge Gypboard with 25 mm drywall screws at230 mm c/c & jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound for finished item of work as per Idia Gypsum Ltd specification.
340.2
-
1572.6
Internal wall with Synthetic plaster puttyand one coat of primer and two coats of Plastic Emulsion paint as directed by the Engineer-in-charge. Providing and applying synthetic plaster putty or plaster of paris putty or lime punning of average 1 to 2 mm thickness over plastered surface to prepare the surface even and smooth after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, applying emery paper, Sand the surface, clean & wipe off loose dust, applying knifing paste filler by putty knife / muslin pad, air dry for 2 - 3 hrs, sand with 180 and 320 No., emery paper for the surface preparation, Painting with plastic emulsion Grade-I paint to interior faces of new walls with two coats of approved make shade and colour over putty finish including cost and conveyance of materials like Plastic Emulsion paint of Grade - I to site including cost of brushes, scaffolding charges, lift charges and labour charges such as preparing the wall, applying three coats of Plastic Emulsion etc., complete for finished item of work (APSS No.910, 911&1201) in all floors. (Re.data-18/399, BLD-CSTN-12-2,15/398)
681.76
-
405.13
Supply and placing of the VRCC Design Mix Concrete of grade M-25 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) consisting of 60% of 20mm,15% of 12.5mm,15% of 10mm & 10% of 6mm from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc. Complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. FOR CULVERTS
-
-
-
BOTTOM SALB 300MM THICK
173.25
-
2972.59
SIDE WALLS 300 MM THICK
267.63
-
2074.54
SIDE WALLS 125 MM THICK
249.48
-
864.39
TOP SLAB 250 MM THICK
110.88
-
2668.46
INTERNAL ROADS :
-
-
-
Excavation for roadwork in soil With hydrulic excavator including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, with all lifts and lead and depositing the excavated soil on the banks in cluding all labour charges, hire charges of all T&P, all taxes etc complete for the finished item of work as diercted by the Engineer - In - Charge as per Technical Specification Clause 302.3 MORD / 301 MORTH
1073.26
-
118.87
Construction of embankment with available at site deposited at site by road way cutting and excavation for foundation of other structures using dozer, including watering, grading and compacting each layer to required proctors density with OMC compaction with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including all labour charges, hire& operational charges of, power roller, mortar grader, water tanker, all water leads, all taxes etc. complete as per requirement of table 300.1 and 300.2 as per Technical Specification clause 301.5 MORD/305 MORTH. (payment will be based on levels for finished item of work).
1073.26
-
190.36
Forming road embankment / Gravel sub grade with Gravel with CBR more than 10% brought from approved source spreading in layers not more than 150mm thick, sectioning to required camber & gradient
3216.9
-
429.54
Compaction of original ground with maximum of six passess of vibratory power road roller including filling in depression occuring during rolling as per MOST specification No.305 (3.4) and as directed by the Engineer - in - Charge
7663.2
-
15.39
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
1415.53
-
2245.56
Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.
708.95
-
4466.32
Supply and placing seperation membrane of impermiable vergin plastic sheeting 125 Micrins thick uniformly over already laid PCC in single layer with out rinkles including cost and conveyance of all material and all labour charges for spreading under Pavement slab or as directed by the Engineer- in - charge etc., complete-1 Sqm
5512.56
-
22.72
Vibrated cement concrete M 35 grade consisting of 60% of 20mm,15% of 12.5mm,15% of 10mm & 10% of 6mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.
1118.99
-
5510.66
Providing showel finishing, including cost, conveyance of all materials to site and labour charges, including all other incidental and operational charges of all T&P etc., complete for finished item of work and as directed by the Engineer-in-Charge for C.C Pavement.
5083.05
-
56.81
Contraction sawn joint groove (using diamond studded blades) 3 to 5mm wide and 1/4 to 1/3depth of the slab + or 5mm or as stipulated in the drawings and dowels bars complying with clause 602.6.5 of specifications for road and bridge works (third revision) published at new2 delhi in 1995 by IRC on behalf of Government of India, Ministry of surface transport and as directed in the deawings the contraction hjoints shall be cut as soon as the concrete as undergone initial hardening and as hard enough to take the load of joint sawing machine without causing damage to the slab. The joint ceiling compound shall be of hot poured bitumen type having fexibility, resistance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all lead & lift including cost and conveyance of all materials etc., complete for 50 mm depth
401.98
-
191.87
Providing Uncoated Mild Steel bars ( Fe-250 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 .
0.6
-
47701.88
Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2100 (5th revision) and as per I.S.1786 of 1985 for foundations of R.C.C items.
0.94
-
54368.75
Providing 25.4 mm thick Mastic pads for Expansion joints etc., complete for finished item of work.
49.24
-
953.23
Providing and spreading gravel for shoulders with side slopes 2:1 in layers each not exceeding 150mm thick over embankment including sectioning each layer to proper camber, watering, compaction with vibratory roller of 8-10t capacity including cost and conveyance of gravel to site, seigniorage charges,all taxes, labour charges for all operations, hire and operational charges of power roller and other T&P etc.,complete for finished iten of work.
892.39
-
712.73
Pump Room
-
-
-
Earth work excavation by Mechanical means for Sump/OHT/Pump Room & Pipe Line and depositing on bank in all types of soils like morum, red earth, gravely soils, ordinary soils upto SDR in all conditions including hire & operational charges of machinary, labour charges for setting out, construction of shoring and bracing, removal of stumps and other deletarious matter, dressing on sides & bottom of trench in all conditions viz dry, wet and slushy etc. complete for finished item of work as per SS 20 B (APSS 308)
91.13
-
121.5
Filling with Dust in basement or foundation trenches with all leads in layers not exceeding 15 cms, consolidting each deposited layer by watering and ramming, all operational incidentakl, labour charges, including cost and conveyance of water,sand to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
4.19
-
1493.81
Plain Cement Concrete (1:3:6) Prop. nominal mix using 6 to 20 mm nominal size (SS5) well graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost, conveyance and seigniorage charges excluded of all materials and all labour charges, machine mixing, laying concrete, curing, all taxes finishing top surface to required levels neatly complete for finished item of work.
4.19
-
4458.54
Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for levelling course in foundations using 40mm size (SS5) hard,machine crushed HBG metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface smooth to the required level curing etc., complete for finished item of work. (APSS No. 402)
14.33
-
4216.7
Supply and placing of the Design Mix Concrete of grade M-25 corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) consisting of 60% of 20mm,15% of 12.5mm,15% of 10mm & 10% of 6mm from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and excluding Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc. Complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.
-
-
-
Footings
6.87
-
9303.49
Pedestrals
2.4
-
9878.67
Columns - GF
4.68
-
12463.27
Plinth Beams
3.65
-
11819.49
Columns - FF
3.83
-
12463.27
Pump room Roof Slab Beam - GF
4.48
-
13910.44
Water tank base beam - FF
3.52
-
15189.01
Water tank base slab - FF (190mm Thick)
37.3
-
2115.52
Water Tank Roof Beams SF
11.18
-
16737.41
Side walls -SF (200mm Thick)
34.68
-
3787.83
RCC Slab GF (150mm Thick)
59.62
-
2115.52
Staircase waist slab 150mm thick
24.72
-
2115.52
Water tank roof slab-SF (120 mm Thick)
37.3
-
1899.31
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars (Fe 415 grade as per IS 1786-1979) upto 36mm dia for RCC and RCM works including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of steel bars including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials, etc., complete for finished item of work in all floors. (APSS No.126).
10
-
54368.75
Masonry for panel walls in superstructure with CM (1:6) prop: (cement : sand) using Flyash solid blocks of size 290mmx225mmx140mm and having minimum compressive strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, Flyash solid blocks, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, etc., complete at all heights for finished item of work. (APSS No. 501 & 504).
48
-
3005.75
Refilling foundations and basement /pipe line trenches with useful excavated soils (other than black cotton soils and other expansive soils) with initial lead and lifts spreading in layers not exceeding 150mm thick, consolidating each deposited layer by watering and vibrating, compaction by earth masters to achieve density control of not less than 95 percent including cost and conveyance of water to work site and all operational, incidental, labour charges, all taxes, hire charges of T&P etc., complete for finished item of work. (APSS No. 309 & 310).
68.99
-
33.75
Plastering to walls 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, excluding seigniorage charges, sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for finished item of work for all heights. (SS 901,903 & 904)
410.68
-
436.43
Plastering in 20mm thick in two coats to all internal faces of brick masonry walls with a base coat of 16mm thick in CM(1:6) and 4mm thick top coat in cement mortar(1:4) with dubara sponge finishing, excluding cost,seiniorage and conveyance of all materials like cement , sand,water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, all taxes, etc., complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-8-9
79.96
-
451.48
Providing Ornamental Plastering to ceiling 12mm thick in two coats with base coat of 9mm thick in CM (1:4) and top coat of 3mm thick in CM (1:4) prop. using fine sand including neat finishing, including cost and conveyance of all materials like cement, sand, water, etc., to site, excluding seigniorage charges on materials and all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting of grooves wherever necessary and all taxes, etc., complete for finished item of work.
116.49
-
389.6
Providing impervious coat to exposed RCC roof slab surfaces of sump , sump side wall,sump bottom slab,in side of septic tank , in sunken slabs etc. to required slopes with CM (1:3) prop. using screened sand 12mm thick mixed with integral cement water proofing liquid confirming to IS: 2645-2003 manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm where ever necessary including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, including sales & other taxes on all materials and operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
95.53
-
512.97
Plastered band with 15mm thick moulded cement mortar band in CM(1:4) (1 Cement:4 Sand)upto 100mm in width raised band including cost and conveyance of all materials like cement, sand , water etc. to site excluding seigniorage charges, sales and other taxes and materials and all operational, incidental charges on materials & including cost of all labour charges for mixing mortar, finishing, scafollding, lift charges, curing including cutting as directed by the Engineer-in-Chief etc., complete for finished item of work of all heights (SS 901,903,904).{BLD-CSTN-6-17,(69),P.No.685 - Rev.Buld. Datas}
45.73
-
129.52
Painting with plastic emulsion Grade-I paint to exterior faces of new walls with two coats of approved make shade and colour including prime coat including cost and conveyance of materials like Plastic Emulsion paint of Grade - I to site including cost of brushes, scaffolding charges, lift charges and labour charges such as preparing the wall, applying two coats of Plastic Emulsion one coat of primer, total three coats etc., complete for finished item of work (APSS No.910, 911&1201) in all floors.
556.03
-
182.99
Painting to new walls with 2 coats of ready mixed oil bound washable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls
204.74
-
135.23
Supply and fixing of doors as per approved drawings with 2nd class teak wood frame of section 125mm x 75 mm and ISI marked flush door shutter of 40mm thick single shutters with bond wood solid block board type Core having cross bands and face veneers, hot pressed bonded with water proof phenol formaldehyde synthetic resin factory made conforming to IS 2202-1991 (Part-I) both sides commercial ply with internal lipping on all sides and fixed with 1mm thick laminate matt finish both sides including cost and conveyance to site of teak wood frame, flush shutter including supply and fixing 6nos MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked aluminium fixtures of 4 Nos butt hinges 150mm long , 1 No. aldrop 300mm x 16 mm dia, 1 Nos. tower bolt of 300 mm x 12 mm dia at top, 2 Nos.150mm long handle, including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc. complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1200mm x 2100mm)
-
-
-
Teak wood door of size 1.20Mx2.10M
2.52
-
6973.56
Supply & fixing of Rolling shutter made of 80 x 1.25 mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end-locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside & outside locking with push-pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc. complete for finished item of work as per special spn: 1108
8.55
-
3633.41
Supplying and fixing of Unplasticised Poly Vinyl Chloride (UPVC) 2 Track–2 Panel Sliding windows duly manufactured using UPVC reinforced profiles(Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts of PVC resin) of (62 mm x 60 mm)/(60 mm x 45 mm) x 2.20 mm for outer frames, (66 mm x 38 mm)/(58 mm x 39 mm) x 2.20 mm for sliding shutter frames capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.0/1.2 mm prefabricated & welded through fusion welding. The window sash shall be fitted with 5 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be coextruded with Grey colour soft PVC. System shall have single point locking with Touch Lock and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work.
2.25
-
7138.43
Providing and fixing welded M.S. grills with MS 12mm Square bars for window / ventilator openings including welding and rounding the noces and grinding smooth the joints and fixing with necessary screws, bolts including two coats of first quality synthetic enamel paint over a coat of zinc chromate primer, etc. complete, for Finished item of work including cost of all incedentals and T&P and as directed by Engineer -In -Charge.
60
-
112.82
Supplying & Fixing of 50MM Nominal bore M. S. pipe with two coat of synthetic enamel paint and one coat of red oxide including cost & conveyance of all materials, labours, providing & applying red-oxide to MS pipe etc. complete for finished item of work.
310.5
-
127.07
Firefighting sump
-
-
-
Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).and as directed by the Engineer-in-charge upto 3m depth - By Mechanical means
326.62
-
121.5
Filling with Dust in basement or foundation trenches with all leads in layers not exceeding 15 cms, consolidting each deposited layer by watering and ramming, all operational incidentakl, labour charges, including cost and conveyance of water,sand to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
20.41
-
1493.81
Plain Cement Concrete (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) for levelling course in foundations using 40mm size (SS5) hard,machine crushed HBG metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, excluding seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying concrete in foundations ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402) {BLD-CSTN-3-10}
12.24
-
4458.54
Supply and placing of the Design Mix Concrete M 30 grade corresponding to IS 456 with minimum cement content of 400 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal(coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) consisting of 60% of 20mm,15% of 12.5mm,15% of 10mm & 10% of 6mm from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and sales & other taxes on all materials , centering using Steel scaffolding pipes , jack props , wallers , Foot plates , brackets , steel centering plates etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, lifting of concrete manually, laying concrete, curing , overheads & contractors profit etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) and as directed by the Engineer-in-charge.
-
-
-
Bottom Slab 300 mm thick
76.19
-
2999.07
Top Slab 140mm thick
66.37
-
2039.63
Filling with useful excavated soil in trenches, sides of foundations and basement with all leads in layers not exceeding 15cm thick, consolidating Each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work as per standard specification. (APSS NO. 309 & 310)
97.36
-
33.75
Vibrated Reinforced Cement Concrete for Columns, Lintels, Water Tanks, RCC Wall in Buildings M 30 Design Mix ( by weigh batching ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) consisting of 60% of 20mm,15% of 12.5mm,15% of 10mm & 10% of 6mm from approved quarry, using a minimum quantity of 400 kgs. of cement and required quantity of Chemical Admixtures per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and excluding cost of seigniorage charges on all materials including centering , shuttering , and scaffolding with steel pipes, jack props, wallers, foot plates, brackets, and steel centring plates as per the approved shuttering plan and other accessories as per norms and stability calculations, machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) and as directed by the Engineer-in-charge.
-
-
-
SIDE WALLS 300 MM THICK
76.19
-
2676.71
CENTER WALLS 280 MM THICK
66.37
-
2676.71
Providing Thermo Mechanically Treated (TMT) (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126) and as directed by the Engineer-in-charge. (BLD-CSTN-4.2 & Amendment in SoR 2011-12 page No. 392)
9.98
-
54368.75
Providing impervious coat to exposed RCC roof slab surfaces of sump , sump side wall,sump bottom slab,in side of septic tank , in sunken slabs etc. to required slopes with CM (1:3) prop. using screened sand 12mm thick mixed with integral cement water proofing liquid confirming to IS: 2645-2003 manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm where ever necessary including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, including sales & other taxes on all materials and operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
-
-
1000
Providing impervious coat to exposed RCC roof slab surfaces of sump , sump side wall,sump bottom slab,in side of septic tank , in sunken slabs etc. to required slopes with CM (1:3) prop. using screened sand 12mm thick mixed with integral cement water proofing liquid confirming to IS: 2645-2003 manufactured by reputed manufacturers as approved by Engineer-in-charge at 1 Kg per one bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm where ever necessary including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, including sales & other taxes on all materials and operational, incidental, and labour charges for mixing mortar, laying, lift charges, rendering smooth and thread lining, curing including rounding off junctions of wall and slab etc., and overheads & contractors profit complete for finished item of work. (APSS No. 901 & 903).
182.45
-
512.97
Pump room and Sump
-
-
-
Drilling of Tube/Bore wells by down the hole manner to a finished diameter of 163mm dia in all formations/stratas such as medium hard rock formation, consolidation formations etc., including drilling in over burdern soils to a diameter of not less than 200mm including insertion of 180mm diameter including the insetion of unplasticized PVC pipe with work presure not less than 6 Kg/Sqm as casing pipe conforming to IS specification No.4965/1988 with ISI Mark up to a depth as directed by the department and flusing 8 hours for Bore development conducting yield test including transportaion of drilling rigs supporitng vehicles including crew charges and all other charges as required etc., complete all done to the satisfactioin of department and as stipulated in the technical specification enclosed to this schedule but excluding the cost of PVC casing pipes, couplingts and cap, the entire work should be carried out as per IS2800 part I and II/1979. The rate is exclusive of all taxes in rural and urban areas. (As per Roc.No.D2/7063/2014, Dt.20.02.2015 of Dist.Revenue Officer,Chittoor).
100
-
507.18
Suppy&Delivery of 180mm dia. PVC Pipes with working pressure of 6Kg/sqcm as casing pipe for borewells confirming to IS Specificatioin No.4985/2000 with ISI mark. The rate is exclusive of all taxes. (As per Roc.No.D2/7063/2014, Dt.20.02.2015 of Dist.Revenue Officer,Chittoor)
40
-
712.37
Supply and erecting ISI Mark submersible 5.00HP, 3Phases, 8 stages 5 star Pmpset suitable for 156mm dia bore well with high quality wear resistence and dynamically balanced bronze impeller with stainless stell shaft sleeves, pump coupling and pivot of 3 phase 415V, 50HZ AC power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in nwater and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength including cost, conveyance and labour charges etc., complete.
1
-
42912.39
PVC Bore cap suitable for 180mm dia PVC pipe used for bore wells. The rate is exclusive of all taxes. (As per Roc.No.D2/7063/2014, Dt.20.02.2015 of Dist.Revenue Officer,Chittoor)
1
-
411.29
Manufacture, Supply and delivery of HDPE Pipes conforming to IS : 4984/1995 including transportation to any where in AP excluding Excise duty, Sale Tax and specials etc., complete.(Supply upto 90mm dia in coil & above 90mm dia straight length in 6M.) -- For Bore Well
100
-
93.16
(Rupees : Nineteen Crores Sixteen Lakhs Forty Five thousand Four Hundred and Nine Only)
-
-
-
The rates mentioned in schedule 'A' are including overhead charges & Contractors Profit for Electrical items. The overhead charges includes Labour Amenitites and Labour Importation / Compensation / Site Supervision / Quality Control Charges and Bankers Charges, etc. Hence the contractros quoted percentage is inclusive of all the above including Technical persons and work insurance and no reimbursement for these will be made. The rates given in Schedule 'A' are exclusive of GST and Seigniorage charges.
-
-
-
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