Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Solid Waste Management
Environmental Service
Opening Date16 Jul 2024
Closing Date31 Jul 2024
Tender Amount₹ 5,91,86,074
Costs
EMD
₹ 5,92,000Document Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
743590Bid Award Id
ViewTender No
01/CE-I/APIIC/2024-25, Dated:16.07.2024Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Plain Cement Concrete (1:4:8) prop.using 40mm nominal size well graded hard broken granite metal from approved quarry including cost, conveyance and seigniorage charges of all meterials and all labour charges for machine mixing of concrete, laying concrete, compacting by vibration including curing, finishing top surface to required levels neatly complete for finished item of work in foundations.
106.31
543102
5108.67
Providing and laying of Vibrated Reinforced Cement Concrete corresponding to M-30 grade Design Mix Concrete corresponding to IS 456 at site with using 20mm size graded machine crushed hard granite chips (Coarse aggregate) from approved quarry with a minimum cement content of 400 kg/CuM including cost and conveyance of all materials like cement, Coarse aggregate, Fine aggregate etc. to site, seigniorage charges of materials including centering & shuttering using steel scaffolding pipes, jack props, wallers, foot plates, brackets, steel centring plates etc., machine mixing, laying concrete, vibrating, finishing smooth to required levels, curing, pumping to work spot, lifting of material with mechanical equipment like winch, etc., all other incidental and operational charges, labour charges etc., complete but excluding cost of steel and its fabrication charges for the following finished items of work.
-
-
-
Foundations, Plinth, Pedestals (below plinth)-M30 garde
-
-
-
Footing
98.23
1105578
11255
Plinth Beam
16.04
221849
13831
Pedestal
8.42
99633
11833
Columns, Lintels, Water Tanks, RCC walls in Buildings -M30 grade
-
-
-
Columns,
153.05
2204685
14405
Water Tanks and RCC walls
863.22
3660052
4240
Stair case for all tanks
10
42400
4240
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) steel bars (Fe 500 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 etc., complete for finished item of work in all floors. (APSS No.126).
185000
14683450
79.37
Masonry work with CM (1:6) prop. with Flyash cement solid blocks of size 290x225x140 cms from manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive strength not lessthan 50 kg/sqm for walls.
26.22
202157
7710.06
Plastering with Cement Mortar (1:3), 12mm thick in single coat including cost and conveyance of all materials from approved source to site of work, seignorage charges, scaffolding, labour charges, curing etc., complete for finished item of work
3632.35
678341
186.75
Applying four coats of Corroseal Epoxy Resin based Coating system in one base coat and three top coats over the thoroughly prepared inside surfaces of sump upto height as directed by Engineer-in-charge with each coat not exceeding 60 microns in dry film thickness and total film thickness to 240 microns including cost and conveyance of all materials to site, all labour charges,curing and all other incidental charges etc complete for finished item of work.
99.72
46712
468.44
Providing impervious / weather proof coarse over RCC wall and base slabs with CM (1:3) with an average thickness of 20mm thick, premixed with water proofing compound like ACCO proof or any other ISI make at one KG per bag of cement as prescribed by the manufacturer and laid over the roof slab to required slopes as directed by the Engineer-in-charge when slab in green including cost and conveyance of all materials to site, seigniorage charges, all labour charges, for all operations, maintaining necessary slopes, finishing smooth and lininig, curing etc., complete for finished item of work.
99.72
58195
583.59
Supplying, fabricating and fixing stainless steel hand railing as per approved drawing with stainless steel sections conforming to Grade 304 for baluster, top and intermediate horizontal members including SS heavy floor flange, anchor plate, anchor fasteners, grouting, SS supports, SS base plates, SS counter sunk screws, stainless steel welding, grinding, buffing, polishing, lacquer finishing, to present seamless finish, all of make approved by engineer-in-charge including cost and conveyance of all material to site, all labour charges, all incidental charges, T&P and their operational charges etc., complete for Finished item of work.
5730.12
4777544
833.76
(B) Office & Laboratory Building
-
-
-
Earth Work
-
-
-
Clearing and grubbing of land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm thickness by mechanical means in area of light jungle as directed by Engineer-In-Charge
144
524
3.64
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 dewatering charges etc as per SS - 20 B (APSS 308) and as directed by Engineer -In -Charge.
-
-
-
Ordinary Soil-Mechanical Means-Upto 3 m depth (BLD-CSTN-2-2)
48
6222
129.64
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire and operational charges of all T & P etc., complete for finished item of work and as directed by Engineer -In -Charge
BLD-CSTN-2-9 (17)
26.4
1462
55.39
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water 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) (Basement Filling)
158.59
8784
55.39
Filling with useful Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., all taxes complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-2-8 (16)
-
-
-
200 mm thick Sand Bed below foundations
8.83
3603
408.14
PLAIN & REINFORCED CEMENT CONCRETE
-
-
-
Providing plain cement concrete ( 1:4:8) mix using 40mm size well graded aggregate and fine aggregate including cost and conveyance of all materials to site cement, sand, stone aggregate, water etc to site and labour charges with machine mixing, laying, vibrating, curing all incidental and operational charges of all T&P, etc., complete for finished item of work as directed by Engineer-in-charge for foundations upto Plinth level (BLD-CSTN-3-5)
9.51
48583
5108.67
Providing and laying vibratred reinforced cement concrete corresponding to M25 grade with minimum cement content of 380 kg / Cum Design Mix using 20mm size graded machine crushed hard granite chips ( coarse aggregates from approved quarry including cost and conveyance of all materials like cement, coarse aggregates and sand etc, to site charges of materials including steel centering and shuttering, machine mixing laying concrete, vibrating, finishing smooth to levels, curing all other incidental and operational charges labour charges and etc., complete but excluding cost of steel and fabrication charges as directed by Engineer -In -Charge
-
-
-
Footings
9.84
109804
11159.04
Plinth Beam
2.32
31865
13735
Columns
-
-
-
Below Ground level
1.45
20748
14309.58
Ground Floor
2.9
41497
14309.58
Beams
-
-
-
Ground Floor
1.55
19184
12377.23
Slabs
-
-
-
Ground Floor
148.11
283210
1912.16
Grade Slab
148.11
283210
1912.16
Vibrated Reinforced Cement Concrete for Columns, Lintels, Water Tanks, RCC Wall in Buildings M 25 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 all materials including centering , shuttering , and scaffolding with steel pipes, jack props, wallers, foot plates, brackets, and steel centering 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.
-
-
-
Lintels
-
-
-
Ground Floor
0.3
4308
14360.31
IRON & STEEL
-
-
-
Providing Thermo Mechanically Treated (TMT) (Fe 500 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)
5.5
436552
79373.25
Special Treatments
-
-
-
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 Liters/ sqm of the vertical surface & @ 5.0 Liters/ 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 BLD-CSTN-16-1
148.11
30121
203.37
Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost and conveyance of all materials, all labour charges,excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer) and as directed by Engineer -In -Charge (BLD-CSTN-3-21)
39.28
12946
329.59
Providing specialized high performance acrylic polymer modified elastomeric cementitious waterproof coating to the terrace / walls / internal portion of the bathroom & toilets / internal portion of the water tanks duly cleaning of the surface from dirt, dust and other contaminations, providing and application of Two coats of High performance Acrylic polymer modified Elastomeric cementitious waterproof coating ( 1.8 Sq. Mtr. / Kg /Each Coat )
40.48
24881
614.66
Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work (BLD-CSTN-10-25 )
99.12
57891
584.05
Masonry & Plastering
-
-
-
Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., cpomplete with a compresive strength not lessthan 50 kg/sqm for walls for Superstructure Walls. (BLD-CSTN-5-17)
-
-
-
230mm thick
-
-
-
Ground Floor
22.6
186405
8248.03
Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using 2nd bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and excluding seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509 (BLD-CSTN-5-12)
-
-
-
Ground Floor
74.19
81659
1100.68
Parapet wall
48.48
53360
1100.68
Plastering in 20mm thick in two coats to all Exterior 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,seiniorage and conveyance of all materials like cement, sand, water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, etc., complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-8-9
-
-
-
Ground Floor
381.91
213789
559.79
Parapet wall
96.96
54386
560.92
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)
146.13
80216
548.94
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
-
-
-
For Internal Walls
146.13
21026
143.89
Parapet wall
96.96
12553
129.47
Flooring
-
-
-
Flooring with non skid ceramic tiles of size 600x600mm set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work and as directed by Engineer -In -Charge. (BLD-CSTN-9-6)
-
-
-
Non skid ceramic tiles flooring- For Toilets:
-
-
-
Ground Floor
12.27
15033
1225.23
Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work. (BLD-CSTN-9-5)
-
-
-
Vitrified Tile Flooring - For Rooms : Flooring with vitrified tiles of size 600 X 600 mm and 3mm-10mm thick 1st quality,
-
-
-
Ground Floor
86.85
97363
1121.05
Dadoing to walls : Providing skirting to internal walls to 15 cm height/risers of steps with vitrified tiles length equal to flooring stones, set over base coat of CM (1:5) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, (BLD-CSTN-9-20)
-
-
-
Dadoing in Glazed Ceramic Tiles to Toilet walls:
-
-
-
Ground Floor
26.04
23430
899.77
Joinery
-
-
-
Supplying and Fixing glass partition of 12 mm thick toughened plain glass with door including door handles, fixtures, surface mounted weather strip cladding, required strcutural support fittings etc. complete as directed by engineer incharge
4.46
10489
2351.83
Supply and fixing of toilet door shutter with frame made of M.S. door frame of 5mmX48mmX48mm (L angel) as allround frame the frame is coated with one coat of red oxide and two coats of enamel of approved color. For shutter and the shutter is made with 16mm laminatedshutter with all-round ‘U’ Lipping of PPS section of 12mmX18mmX12mmX0.60mm, along hardware of 200m long and 12mm dia aluminum aldrop( ISI make)2 Nos, 2Nos of 125m m handle, 3 Nos of RT patte hinges IS 304gr SS 2mmX12mmX180mm long with a pole receiver of 10mmDia X 40mm by welded on 3mmX40mm SS 304, plate it works as receiver for RT Patee hinges it is welded to M.S. angle . M.S. angle will be fixed to wall of self expandable screws and caps.
6.45
31218
4840
Doors in NCL Ajantha series including necessary hardware:
-
-
-
Supply and fixing of doors with best seasoned teak wood frame of section 125x75mm and for shutters of 35mm thick shutter of solid core bond wood lock board with commercial ply on both faces including cost and conveyance to site of teak wood frame, shutter including supply and fixing of 6nos. MS 'Z' hold fasts of size 300x40x5mm including cost of ISI marked aluminium fixtures of 6nos butthinges, 150mm long, 1no. heavy duty miortice lock 6/7 levers with PC or CP handles 2nos. tower bolts of 300x12mm long at top, 2nos 150mm long handles, 1 no. 300mm long flat latch, 2nos heavy duty stoppers and 2nos rubber brushes including fixing the fixture to foor with required number screws, bolts 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 10mm)
-
-
-
D2 - 1.2*2.1:
-
-
-
Ground Floor
7.56
57695
7631.65
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 with 1mm thick laminate matt finish both sides including cost and conveyance to site teak wood frame, flush shutter with peep hole including supply and fixing the including supply and fixing 6nos MS Z hold fasts of size 300 mm x 40 mm x 5mm, 4 Nos butt hinges of ISI marked 150mm long,including cost aluminium fixtures of 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 PAinting to the frame , 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 frame of door shall be embedded in masonery for a depth of not less than 10 mm) (700mm x 2100mm)
-
-
-
D1 - 1.75*2.55
-
-
-
Ground Floor
4.46
40934
9178.04
Supply and fixing of Bath room / Toilet door shutter with 16mm laminated (IS 14276) door shutter with all-round ‘U’ lipping of PPS section of size 12mm X 18mmX 12mmX0.6mm thickness with a hardware of 12mm dia X200mm long aluminum aldrop – 2 nos( ISI make)2 No of 125mm long handles(ISI make) and also 3 no Of IS304 grade Patee Hinges 3mmX12mmX180mm long with pole receiver of 10mm dia pole X40mm long welded on 2mm X40mm(ss304) plates works as receiver for RT patte hinges. The price inclusive of all material at site
-
-
-
D3 - 0.75*2.1
1.58
4775
3022.16
Supplying and fixing of Unplasticised Poly Vinyl Chloride (UPVC) sliding windows two track sliding duly manufactured using UPVC reinforced profiles of (62 mm x 60 mm)/(60 mm x 45 mm) x 2.0 mm for outer frames, (66 mm x 38 mm)/(58 mm x 39 mm) x 2.0 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 1.2 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 TPV Gaskets/ EPDM weathering seal resistant accessories like locking system 1 No., per set of sashes 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, all taxes, erection at site with templates for casement sizing complete for finished item of work as directed by Engineer- In -Charge.
-
-
-
Windows in UPVC including necessary hardware:
-
-
-
Ground Floor
4.8
37956
7907.6
Single fixed Louvers Ventilator window size of 2’ 0” x 2’ 0” (609.6 x 609.6mm) outer frame box section size of 100 x 45mm, flymesh shutter frame section size 52 x 25 mm including all labour charges, all taxes etc complete for finished item of work.
-
-
-
Ground Floor
0.14
1232
8801.75
Interior Works
-
-
-
Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1as per India Gypsum) using 12.5 mm thick Gyp 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 at 457 mm c/c and fixing the 12.5 mm tapered edge Gypboard with 25 mm drywall screws at 230 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, two coats of dry wall top coat complete for finished item of work as per Idia Gypsum Ltd specification.
-
-
-
Ground Floor
99.12
131196
1323.61
(C) Blower Room
-
-
-
Earth Work
-
-
-
Clearing and grubbing jungle including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm, removal of stumps of trees cut earlier stacking of serviceable materials to be used or auctioned and disposal of unserviceable materials upto a lead of 1000mts including removal and disposal of top organic soil not exceeding 150mm in thickness by mechanical means in area of light jungle.
32
116
3.64
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 dewatering charges etc as per SS - 20 B (APSS 308) and as directed by Engineer -In -Charge.
-
-
-
Ordinary Soil-Mechanical Means-Upto 3 m depth (BLD-CSTN-2-2)
16.22
2102
129.64
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire and operational charges of all T & P etc., complete for finished item of work and as directed by Engineer -In -Charge
BLD-CSTN-2-9 (17)
9.99
553
55.39
Filling with useful selected earth in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work and as directed by Engineer -In -Charge. (APSS NO. 309&301)
64
3544
55.39
Filling with useful Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., all taxes complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-2-8 (16)
-
-
-
200 mm thick Sand Bed below foundations
3.04
1240
408.14
PLAIN & REINFORCED CEMENT CONCRETE
-
-
-
Providing plain cement concrete ( 1:4:8) mix using 40mm size well graded aggregate and fine aggregate including cost and conveyance of all materials to site cement, sand, stone aggregate, water etc to site and labour charges with machine mixing, laying, vibrating, curing all incidental and operational charges of all T&P, etc., complete for finished item of work as directed by Engineer-in-charge for foundations upto Plinth level (BLD-CSTN-3-5)
3.04
15530
5108.67
Providing and laying vibratred reinforced cement concrete corresponding to M25 grade with minimum cement content of 380 kg / Cum Design Mix using 20mm size graded machine crushed hard granite chips ( coarse aggregates from approved quarry including cost and conveyance of all materials like cement, coarse aggregates and sand etc, to site charges of materials including steel centering and shuttering, machine mixing laying concrete, vibrating, finishing smooth to levels, curing all other incidental and operational charges labour charges and etc., complete but excluding cost of steel and fabrication charges as directed by Engineer -In -Charge
-
-
-
Footings
2.18
24326
11159.04
Plinth Beam
2.21
30354
13735
Columns
-
-
-
Below Ground Floor
0.93
13307
14309.58
Ground Floor
2.36
33770
14309.58
Beams
-
-
-
Ground Floor
2.58
31933
12377.23
Slabs
-
-
-
Ground Floor
33.1
63292
1912.16
Grade Slab
33.1
63292
1912.16
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 all materials including centering , shuttering , and scaffolding with steel pipes, jack props, wallers, foot plates, brackets, and steel centering 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.
-
-
-
Lintels
-
-
-
Ground Floor
0.83
11919
14360.31
IRON & STEEL
-
-
-
Providing Thermo Mechanically Treated (TMT) (Fe 500 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)
5
396866
79373.25
Special Treatments
-
-
-
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 Liters/ sqm of the vertical surface & @ 5.0 Liters/ 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, all taxes, all incidental and operational charges, etc,complete for finished item of work as per the approval of the Enginner-in- Charge. BLD-CSTN 16-1 (311)
8
1626
203.37
Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost and conveyance of all materials, all labour charges,excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer) and as directed by Engineer -In -Charge (BLD-CSTN-3-21)
32
10546
329.59
Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work (BLD-CSTN-10-25 )
32
18689
584.05
Masonry & Plastering
-
-
-
Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., cpomplete with a compresive strength not lessthan 50 kg/sqm for walls for Superstructure Walls. (BLD-CSTN-5-17)
-
-
-
230mm thick
-
-
-
Ground Floor
14.84
122400
8248.03
Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using 2nd bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509 (BLD-CSTN-5-12)
-
-
-
Parapet wall
28.8
31699
1100.68
Plastering in 20mm thick in two coats to all Exterior 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,seiniorage and conveyance of all materials like cement, sand, water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, etc., complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-8-9
-
-
-
Ground Floor
136
76131
559.79
Parapet wall
58
32533
560.92
Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade after thoroughly 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 finsihed item of work as per SS 911 for internal walls
-
-
-
Ground Floor
68
11889
174.84
Parapet wall
58
10329
178.09
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.
-
-
-
Ground Floor
68
15447
227.17
Flooring
-
-
-
Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work. (BLD-CSTN-9-5)
-
-
-
Vitrified Tile Flooring - For Rooms : Flooring with vitrified tiles of size 600 X 600 mm and 3mm-10mm thick 1st quality,
-
-
-
Ground Floor
32
35873
1121.05
Joinery
-
-
-
Supplying and fixing of Unplasticised Poly Vinyl Chloride (UPVC) sliding windows two track sliding duly manufactured using UPVC reinforced profiles of (62 mm x 60 mm)/(60 mm x 45 mm) x 2.0 mm for outer frames, (66 mm x 38 mm)/(58 mm x 39 mm) x 2.0 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 1.2 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 TPV Gaskets/ EPDM weathering seal resistant accessories like locking system 1 No., per set of sashes 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, all taxes, erection at site with templates for casement sizing complete for finished item of work as directed by Engineer- In -Charge.
-
-
-
Windows in UPVC including necessary hardware:
-
-
-
Ground Floor
5.93
46892
7907.6
Providing and fixing of tophung Ventilators made of pre-paintedsteel (Base steel as per IS 513 of 0.80 mmthick galvanized as per IS 277 with Zincof120GSM), finish painted with a polye sterpaint of 60-65 microns thick and section for outer frame of 80 x 5mm,centre mullion of 80x60mm, section for shutter of 52 x 25 mm x 0.6mm thick, outer frame and mullions to have rebate for glazed shutter with a provision for guard bars /grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, 1 No. of High grade nylonlatch handle, window stopper, 2 nos. of with MS Powder coated /SS ball bearing butt Hinges provided per shutter and windows fitted with 4mmthick plain float glass with rubber gaskets including fixing the frames in concrete / mas on rywall by means of self expanding screws, Including 10 mm Square guard bars with 6”(152.4mm) pitch etc.,complete for finished item of work.
-
-
-
Ground Floor
3
26405
8801.75
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 theends 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, ballbearings, all accessories etc complete for finished item of work as per specialspn:1108
3.95
20109
5091.09
(D) Store Room
-
-
-
Earth Work
-
-
-
Clearing and grubbing jungle including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm, removal of stumps of trees cut earlier stacking of serviceable materials to be used or auctioned and disposal of unserviceable materials upto a lead of 1000mts including removal and disposal of top organic soil not exceeding 150mm in thickness by mechanical means in area of light jungle.
20
72
3.64
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 dewatering charges etc as per SS - 20 B (APSS 308) and as directed by Engineer -In -Charge.
-
-
-
Ordinary Soil-Mechanical Means-Upto 3 m depth (BLD-CSTN-2-2)
10.82
1402
129.64
Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire and operational charges of all T & P etc., complete for finished item of work and as directed by Engineer -In -Charge
BLD-CSTN-2-9 (17)
6.66
41
55.39
Filling with useful selected earth in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work and as directed by Engineer -In -Charge. (APSS NO. 309&301)
40
2215
55.39
Filling with useful Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., all taxes complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-2-8 (16)
-
-
-
200 mm thick Sand Bed below foundations
2.03
2618
1289.91
PLAIN & REINFORCED CEMENT CONCRETE
-
-
-
Providing plain cement concrete ( 1:4:8) mix using 40mm size well graded aggregate and fine aggregate including cost and conveyance of all materials to site cement, sand, stone aggregate, water etc to site and labour charges with machine mixing, laying, vibrating, curing all incidental and operational charges of all T&P, etc., complete for finished item of work as directed by Engineer-in-charge for foundations upto Plinth level (BLD-CSTN-3-5)
1.35
6896
5108.67
Providing and laying vibratred reinforced cement concrete corresponding to M25 grade with minimum cement content of 380 kg / Cum Design Mix using 20mm size graded machine crushed hard granite chips ( coarse aggregates from approved quarry including cost and conveyance of all materials like cement, coarse aggregates and sand etc, to site charges of materials including steel centering and shuttering, machine mixing laying concrete, vibrating, finishing smooth to levels, curing all other incidental and operational charges labour charges and etc., complete but excluding cost of steel and fabrication charges as directed by Engineer -In -Charge
-
-
-
Footings
1.45
16180
11159.04
Plinth Beam
1.66
22800
13735
Columns
-
-
-
Below Ground Floor
0.41
5866
14309.58
Ground Floor
0.83
11876
14309.58
Beams
-
-
-
Ground Floor
1.47
18194
12377.23
Slabs
-
-
-
Ground Floor
21.1
35482
1681.62
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 all materials including centering , shuttering , and scaffolding with steel pipes, jack props, wallers, foot plates, brackets, and steel centering 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.
-
-
-
Lintels
-
-
-
Ground Floor
0.83
11919
14360.31
IRON & STEEL
-
-
-
Providing Thermo Mechanically Treated (TMT) (Fe 500 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)
1.83
145253
79373.25
Special Treatments
-
-
-
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 Liters/ sqm of the vertical surface & @ 5.0 Liters/ 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, all taxes, all incidental and operational charges, etc,complete for finished item of work as per the approval of the Enginner-in- Charge. BLD-CSTN 16-1 (311)
20
4067
203.37
Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost and conveyance of all materials, all labour charges,excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer) and as directed by Engineer -In -Charge (BLD-CSTN-3-21)
20
6591
329.59
Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work (BLD-CSTN-10-25 )
32
18689
584.05
Masonry & Plastering
-
-
-
Masonry work in CM (1:6) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, scaffolding and curing etc., cpomplete with a compresive strength not lessthan 50 kg/sqm for walls for Superstructure Walls. (BLD-CSTN-5-17)
-
-
-
230mm thick
-
-
-
Ground Floor
10.7
88253
8248.03
Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using 2nd bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509 (BLD-CSTN-5-12)
-
-
-
Parapet wall
21.6
23774
1100.68
Plastering in 20mm thick in two coats to all Exterior 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,seiniorage and conveyance of all materials like cement, sand, water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, etc., complete for finished item of work and as directed by Engineer -In -Charge. BLD-CSTN-8-9
-
-
-
Ground Floor
99.26
55564
559.79
Parapet wall
43.2
24231
560.92
Painting to new walls with 2 coats of plastic emulsion paint of approved brand and shade after thoroughly 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 finsihed item of work as per SS 911 for internal walls
-
-
-
Ground Floor
49.63
8677
174.84
Parapet wall
43.2
7693
178.09
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.
-
-
-
Ground Floor
49.63
11274
227.17
Flooring
-
-
-
Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work. (BLD-CSTN-9-5)
-
-
-
Vitrified Tile Flooring - For Rooms : Flooring with vitrified tiles of size 600 X 600 mm and 3mm-10mm thick 1st quality,
-
-
-
Ground Floor
32
35873
1121.05
Joinery
-
-
-
Supplying and fixing of Unplasticised Poly Vinyl Chloride (UPVC) sliding windows two track sliding duly manufactured using UPVC reinforced profiles of (62 mm x 60 mm)/(60 mm x 45 mm) x 2.0 mm for outer frames, (66 mm x 38 mm)/(58 mm x 39 mm) x 2.0 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 1.2 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 TPV Gaskets/ EPDM weathering seal resistant accessories like locking system 1 No., per set of sashes 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, all taxes, erection at site with templates for casement sizing complete for finished item of work as directed by Engineer- In -Charge.
-
-
-
Windows in UPVC including necessary hardware:
-
-
-
Ground Floor
5.93
46892
7907.6
Providing and fixing of tophung Ventilators made of pre-paintedsteel (Base steel as per IS 513 of 0.80 mmthick galvanized as per IS 277 with Zincof120GSM), finish painted with a polye sterpaint of 60-65 microns thick and section for outer frame of 80 x 5mm,centre mullion of 80x60mm, section for shutter of 52 x 25 mm x 0.6mm thick, outer frame and mullions to have rebate for glazed shutter with a provision for guard bars /grills and the sections cut to length metre joined with corner bracket, centre mullion fixed with mullion cap, 1 No. of High grade nylonlatch handle, window stopper, 2 nos. of with MS Powder coated /SS ball bearing butt Hinges provided per shutter and windows fitted with 4mmthick plain float glass with rubber gaskets including fixing the frames in concrete / mas on rywall by means of self expanding screws, Including 10 mm Square guard bars with 6”(152.4mm) pitch etc.,complete for finished item of work.
-
-
-
Ground Floor
2.23
19627
8801.75
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 theends 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, ballbearings, all accessories etc complete for finished item of work as per specialspn:1108
3.95
20109
5091.09
(E) Construction of Internal Road in Common Wastewater Treatment Plant
-
-
-
Excavation for roadwork in soil with hydraulic 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 etc complete for the finished item of work as diercted by the Engineer - In - Charge as per MoRT&H specification 301(5th Revision)
2440.13
188622
77.3
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).
1952.11
376542
192.89
Forming subgrade with selected earth brought from approved source spreading in layers not more than 150mm thick, sectioning to required camber & gradient, watering and compacting each layer to proctors density with OMC compaction using 80 to 100 KN capacity vibratory roller including cost and conveyance of all materials (viz), gravel, water etc., to site,seigniorage charges, hire and operational charges of power roller and other T&P etc., complete duly maintaining the required camber & gradient in the formation as directed by Engineer-in-Charge
356.3
182161
511.26
Construction of Granular sub-base by providing HBG material confirming to Grading - V 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. (Payment will be made based on levels for finished item of work ).tem of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.
94.67
251443
2656
Plain cement concrete 1:3:6 nominal mix in Concrete Sub- base (Construction of Plain cement concrete 1:3:6 nominal mix in cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
91.62
479612
5234.8
Construction of Un reinforced plain cement concrete pavement M 35 Grade over a prepared sub base, coarse and fine aggregates, confirming to IS 383, Crushed Stone aggregate of 20mm and 10mm size graded granite chips as per table 1500.1, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design with minimum cement content of 419 Kg/Cum laid in alternate panels with aproved fixed side frame work of Steel Channel, wedges, Steel plates including leveling the formwork as per drawing, cleaning the surface wit Air compressor initially and spreadsing the concrete with shovels,rakes, compacted with needle, plate and screed vibrators and finished in continous operation of lines and gade, curing of concrete slab for 14 days including cost and conveyance charges, seigniorage charges of materials, Hire and Operational Charges of all T&P, diversion of traffic etc., complete for FInished item of work as per the drawing , as per Technical Specification Clause No 1501 MORD and as directed by the Engineer-In-Charge
139.98
1034032
7387
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
124
37572
303
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.
550
343695
624.9
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
200
58800
294
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
60
7260
121
Vibrated reinforced cement concrete M 20 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge
-
-
-
RCC foundation for drain
14
93090
6649.33
RCC wall- Walls of Drain
24
168540
7022.54
Provinding and fixing 50 mm RCC jali on Side drains as directed by engineer in charge.
75
34342
457.9
Providing Uncoated Mild Steel bars (Fe-500) of 25mm diameters, Dowel Bars 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 roads, tying grills, placing them in position etc,, complete including cost and conveyance of binding wire and all handing 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 asw per standard drawings, as per the directions of the Engineer-in-Charge and as per Mort&H specification 1600 & 2200 (4th revision) and as per I.S.1786 of 1985.
226
17621
77.97
Supply, Fitting and Placing TIE Bars bar reinforcement (Fe 500) including decoiling, bending, cracking and tying them after placing in position as directed by the Engineer-in-charge including cost and conveyance of steel and binding wire all taxes labour charges for all operations etc., complete for finished item of work as directed by the Engineer - In- Charge and as per Technical Specification 1100 & 1600 MORTH
88.9
7055
79.37
Providing and placing of 12.70mm thick best quality Mastic pad seperating the member in the concrete for expanstion joints as directed by the Engineer-In-Charge. including cost of Mastic pad and all other charges etc complete for finished item of work .
12.5
7800
624
(F) Flood Bank Protection & Site Grading
-
-
-
Clearing and grubbing of land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm thickness by mechanical means in area of light jungle as directed by Engineer-In-Charge
3378
12295
3.64
Excavation for foundation in all kinds of soil including boulders upto 0.30 m diameter for dam, spillway, intake structure and other appurtenant works and placing the excavated soil neatly in dump area or disposing off the same as directed etc., complete with all leads and lifts.
6750
1785375
264.5
EMBANKMENT
-
-
-
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30cm before compaction including cost of suitable soil, materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layers of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated using sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc.,
5500
3364350
611.7
RCC NP3 600mm
-
-
-
Providing and laying of RCC NP3 600mm diameter Plain ended pipes for culverts on 1st class bedding of granular material including 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.
20
58780
2939
Supply, Delivery of D.I Double Flanged Swing Check type Reflux valves (Non Return Valves) of following dia. conforming to IS- 5312 (Pts-1&2) having Body, Cover, Door, Bearing holder with D.I; Hinge pin, Door pin, Door suspension pin with Stainless Steel (IS 6603); Body seat ring , Door face ring, Bearing bushes, Plugs for hinge pin with Leaded Tin Bronze ( IS 318 ); Bolts, Nuts Hinges with Cast steel; including transportation.
1
255073
255073
Supply, Delivery of D.I double flanged Sluice Valves conforming to IS- 14846 including gear arrangements for the following dia. as per test pressure having Body, Bonnet, Dome, Stool cover, Wedge, Stuffing box, Gland, Thrust plate, Cap/Hand wheel with D.I; Stem, Body seat ring, Wedge facing ring, Bushes, Bolts, Nuts, Pinion and Pinion shaft with Stainless steel (IS 6603) ; Wedge nut, Shoe, Channel with Leaded Tin Bronze ( IS 318 ); including transportation. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves).
1
279880
279880
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.
10.48
54860
5234.8
Providing HYSD bars ( Fe-500) 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 for Sub structure of R.C.C items.
550
43615
79.3
Vibrated reinforced cement concrete M 20 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 other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Bed blocks & Backing walls (Sub-structure)
13
83085
6391.2
Horticulture operations including300mm earth filling , Grassing, Tree plantations/Shurbs and plotted plants etc., including maintenance up to site handover/starting of O&M (minimum 3 months)
1465.01
547913
374
(G) Electro Mechanical Components
-
-
-
E & M
-
-
-
Screen Coars - MOC SS304 Manual
1
115384
115384
Screen Fine- MOC SS304 Manual
1
138461
138461
Gate Rinsing Spinde - Manual
2
230768
115384
Raw Effluent Pump with Motor 100 m3/hr @ 10 meter head , MOC-CI
2
351814
175907
Raw effluent Pump with Motor 40 m3/hr @ 10 meter head, MOC-CI
2
150306
75153
Air Grid - equalisation tanks
1
261538
261538
Blowers 300 m3/hr @ 0.4 Kg/cm2 g, MOC -CI Twin lob Blower
2
353846
176923
Diffuseers Disc Type- EPDM, Suitable
75
692307
9230.76
Air Grid - Aeration tank
1
230769
230769
Blowers 425 m3/hr @ 0.45 kg/cm2 g, MOC-CI;Twin lobe blower
2
481752
240876
FAB media
70
2250000
32142.86
Mixers-1000 lit Tank, MOC of Mixer - MSEP
1
123076
123076
Agitaror for Chemical tank - 1000 lit, MOC of Agitator - MSEP/MSFRP
2
307692
153846
Chemical Dosign Tanks 1000 lit Each MOC- LDPE , 2 Nos of tanks
1
153846
153846
Chemical dosing pumps -25 LPH, electronic diapharam Operated, Edose Make
2
107692
53846
Clarifier mechanism 8.5 meter dia, MOC-MSEP with Planetory Gear box
1
923076
923076
Sludge pumps 10 m3/hr @ 10 meter head , MOC-CI, Gland Pack Pump
2
92306
46153
PSF feed pumps 40 m3/hr@ 30 meter head MOC-CI, Gland Pack Pump
2
172306
86153
PSF 2.25 @ 1.5 Hos, MOC - MSEP, WTE make , Manual Operation
1
615384
615384
ACF 2.25 @1.5 Hos MOC-MSEP, WTP make
1
653846
653846
Treated water pumps 120 m3/hr @ 10 meter Head , MOC-CI, Gland Pack Pump
2
386614
193307
MCC Panel , Non Compartmentalized Fixed Fused Protected.
1
1538461
1538461
Cabling, Cable Tray and supports, MSPE
1
769230
769230
Interconnecting piping and valves
1
923076
923076
Erection and commissioning
1
1538461
1538461
Decanter 8cmh Feed Solid 1% W/V
1
2856153
2856153
No. of BOQ items: 132(One hundred Thirty Two) only
-
59186074
-
(Rupees Five Crores Ninthy One lakhs Eighty Six thousand Seventy Four Only)
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-
-
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