Andhra Pradesh Industrial Infrastructure Corporation Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Civil Works Others
Building Construction
Construction Works
Opening Date31 May 2021
Closing Date15 Jun 2021
Tender Amount₹ 14,04,78,610
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,360
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
408964Bid Award Id
ViewTender No
07/CE-II/APIIC/2021-22, Date: 31.05.2021Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Filling with sand in basement or foundation trenches with all leads in layers not exceeding 15 cms, consolidting 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)
84.95
-
642.16
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 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)
136.51
-
1325
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)
119.18
-
4459
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)
1750.39
-
4217
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., excluding seigniorage charges complete for finished item of work as per standard specification. (APSS NO. 309 & 310).
4977
-
618
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 OMC compaction including cost and conveyance of all materials, water, etc.,excluding seigniorage charges, complete as directed by the engineer in charge.
1106.84
-
275.41
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)
209.29
-
33.75
Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).
10395
-
190.36
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
-
-
-
Footing
174.1
-
9453.46
PLINTH BEAMS
93.69
-
11969.47
Pedestal
120.15
-
10028.64
LINTELS
85.1
-
12623.48
Sun Shades 75mm at junction and 50mm at edge
108.96
-
1135.42
COLUMNS : Ground Floor
18.43
-
12613.54
Providing High Yield Strength Deformed steel bars (Fe415 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)
56.4
-
77597.34
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.
9360
-
369.61
Masonry for panel walls in superstructure with CM (1:6) prop: (cement : sand) using Flyash solid blocks of size 290mm x 225mm x 140mm 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).
1154.59
-
6205
Plastering to walls 12mm thick in two coats with base coat of 8mm thick in CM (1:5) and top coat of 4mm thick in CM (1:3) 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)
2383.92
-
442.64
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, including cost, conveyance of all materials like cement , sand,water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, all taxes, etc., excluding seigniorage charges complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-8-9
4998.55
-
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 excluding cost and conveyance of all materials like cement, sand , water etc. to site 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}
283.8
-
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.
2426.12
-
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
2646.67
-
135.23
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.
189
-
7138
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.
4725
-
122.36
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
6.3
-
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 interconnected with a cage formed
96
-
5532.98
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.
9384
-
1774
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.
330
-
138680
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.
10131.53
-
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.
2713.2
-
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.
9504
-
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.
20
-
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. (APSS No. 1201, 1212 & 1207). {BLD-CSTN-12-12} - For Rolling Shutter.
294.34
-
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) exclusding excavation, back filling, concrete and parapet wall etc., complete for finished item of work.
80
-
3571
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)
80
-
1793
Supply , laying and fixing of following RCC hume pipe NP3 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.
40
-
1296
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.
2
-
235000
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 excluding 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 andincluding cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges 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.
6
-
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 excluding 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 and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials excluded 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.
5
-
9792
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.
6
-
16987.3
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
250
-
271.35
Reinforced Masonry for partition walls (115mm thick) 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)
319.41
-
1556.38
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)
226.8
-
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)
767.34
-
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)
20.16
-
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)
3.78
-
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
56.23
-
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
9.9
-
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.
12
-
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.
64
-
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.
8
-
4183
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:
12
-
6429
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
8
-
2951
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
8
-
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.
8
-
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.
24
-
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.
14
-
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
180
-
243.33
75mm Dia
200
-
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.
10
-
3759
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.
10
-
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.
10
-
1704.63
Supplying & fixing 4 " x 24 " (101.6x609.6mm) white glazed porcelain channel fixed in brick masonry white cement pointing.
20
-
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.
-
-
-
54 MM OD
220
-
496.5
54mm OD
190
-
496.5
41.30mm OD
75
-
302.22
34.90mm OD
25
-
219.28
28.60mm OD
25
-
139.75
22.20mm OD
87
-
96.57
15.90mm OD
90
-
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
20
-
4270
Supply and fixing of SWR PVC Cowl vents
-
-
-
110mm Dia
6
-
18.18
75mm Dia
18
-
13.63
Supply and fixing of cpvc GATE valves
-
-
-
54mm OD
1
-
589.66
34.90mm OD
2
-
309.6
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.
226.8
-
1573
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)
477.23
-
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) 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 SLAB 300MM THICK
87.5
-
1987.04
SIDE WALLS 300 MM THICK
132.52
-
3831.78
SIDE WALLS 125 MM THICK
120.4
-
2259.8
TOP SLAB 250 MM THICK
110.2
-
1655.87
Internal Roads
-
-
-
Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete for finished item of work, excluding seigniorage charges, as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge
2974.41
-
118.87
Forming embankment with Side earth by mechanical means upto SDR including pre-watering of soil , removal of top soil, excavation of soils , depositing the soils on the embankment, spreading soil, breaking clods, sectioning , grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment will be made based on level for finished item of work).
2974.41
-
190.36
Providing Gravel for formation of specified thickness including spreading 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 excluded, 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.
2478.67
-
761.62
Compaction of orginal ground in cutting reaches with maximum of six passess of vibratory power road roller including filling in depression occuring during rolling as per MORTH specification No.305 (3.4) and as directed by the Engineer - in - Charge
5671.05
-
102.48
Construction of Granular sub-base by providing HBG material confirming to Grading - lll 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.
794.99
-
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.
715.45
-
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 for finished item of work
4610.55
-
22.72
Vibrated cement concrete M 35 grade using 20mm & 10mm 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.
922.11
-
5511
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.
4610.55
-
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 joints 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
1662.15
-
194.48
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
-
56102
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.
0.8
-
77597
Supply and fixing of 25.40mm thick mastic pad for Expansion joints etc., including cost and conveyance of the materila and labour charges for cutting to required length, placing the mastic pad etc., complete for finished item of workcomplete for finished item of work.
65.94
-
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 excluded,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.
526.5
-
712.73
Septic Tank
-
-
-
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
240
-
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 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)
24.9
-
1325
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 trap 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) and as directed by the Engineer-in-charge
10
-
4217
Supply and placing of the Design Mix Concrete M20 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) 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.
-
-
-
Top Slab 150 mm thick
65
-
1483
Bottom Slab 400 mm thick
86
-
3018
Vibrated Reinforced Cement Concrete for Columns, Lintels, Water Tanks, RCC Wall in Buildings M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) 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 cost of seigniorage charges excluded on all materials, 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.
-
-
-
350mm thick Walls
95
-
2085
Vibrated Reinforced Cement Concrete M 20 design mix using 12mm size hard granite machine crushed graded metal (coarse aggregate - as per IS 383 - 1970 and IS 2386 Part 1 to Part 8) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete using WEIGH BATCHER / MIXER including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, labour charges such as weigh batching, machine mixing, laying concrete, lift charges, curing etc., and overheads & contractors profit complete for finished item of work (APSS No. 402 & 403) for Steps. and as directed by the Engineer-in-charge.
-
-
-
SEPTIC TANK ROOF BEAM GF
1
-
11029
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).
2.4
-
6205
Providing High Yield Strength Deformed steel bars (Fe 550 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)
7.5
-
77597.34
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).
160
-
457.79
No. of BOQ items: 89 (Eighty NIne) only
-
-
-
(Rupees : Fourteen Crores Six Lakhs Sixty Nine thousand Four Hundred and Twenty Eight Only)
-
-
-
The rates mentioned in schedule 'A' are including overhead charges & Contractors Profit for all 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.
-
-
-
The rates given in Schedule 'A' are exclusive of GST and Seigniorage charges.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements