Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Civil Works Water Works
Opening Date7 Dec 2020
Closing Date29 Dec 2020
Tender Amount₹ 11,03,39,375
Costs
EMD
₹ 11,07,000Document Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
361879Bid Award Id
ViewTender No
T No. 46/CGM/MIS/APIIC/2020-21 Dt:04.12.2020Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
GEM & Bid Advisory Services
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BOQ Items
Plain Cement Concrete of M10 grade (cement: fine aggregate: Coarse aggregate) for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site on all materials and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No.402)-Nominal Mix upto Plinth level as directed by Engineer-In-Charge
102
-
3850.18
Supply and placing of the Design Mix Vibrated Reinforced Cement Concrete M30 corresponding to IS 456 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 including all operational, incidental and labour charges such as batching plant, 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 Foundations of the Sump
-
-
-
For Bottom Base Slab
100.82
-
6211.47
For Wall Raft
88.22
-
6211.47
For Column footing
24.28
-
6211.47
For 400 mm Thick wall Below GL
6.48
-
6211.47
For Sludge Pit Wall
0.7
-
6211.47
For Suction Pit Wall
5.31
-
6211.47
For Sludge Raft Slab
0.51
-
6211.47
For Sunction Raft Slab
0.85
-
6211.47
For Super structure of the Sump
-
-
-
For 400 mm Thick wall Above GL
42.15
-
9736.81
For 300 mm Thick Wall
94.46
-
9736.81
Haunch (0.2m x 0.2m)
3.18
-
6211.47
For Column
13.1
-
9831.11
For Beam RB3
3.63
-
10388.3
For Beam RB2
7.93
-
10388.3
For Beam RB1
5.09
-
10388.3
Top Annular slab
61.69
-
9356.68
Dome Slab
17.54
-
9356.68
Ventilators(6 + 1No.'s)
2.25
-
9356.68
Staircase
-
-
-
Columns at level +11.04
0.18
-
6211.47
Columns at level +13.24
0.37
-
6211.47
Columns at level +15.44
0.57
-
6211.47
Beams
0.27
-
10388.3
Landing
0.45
-
9356.68
Waist Slab
1.53
-
9356.68
Steps
0.8
-
9356.68
Supplying, fitting and placing Reinforcement Thermo Mechanically Treated (TMT) (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
52681.72
-
61.36
Providing and fixing of PVC Water Stopper 310mm wide at wall joints including cost of all materials, machinery, labour and all other etc., complete as per drawing and as directed by Engineer-in-charge APSOR
242.22
-
477.18
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, including all labour charges and all other incidental charges etc complete for finished item of work
-
-
-
Internal Painting
-
-
-
For Inside Wall
426.91
-
235.34
For Annular Slab
404.64
-
235.34
Top dome
127.56
-
235.34
Columns
179.76
-
235.34
RB-1
33.93
-
235.34
RB-2
52.87
-
235.34
For Splashing arrangement
12.61
-
235.34
Plastering outside 12mm thick in two coats using screened sand 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 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., and overheads & contractors profit complete for finished item of work. (SS 901,903 & 904)
1005.51
-
361.18
Painting to new walls with 2 coats of ready mixed acrylic exterior emulsion of approved brand and shade over a base coat of appropriate primer of approved brand, making 2 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 external walls
-
-
-
For Outside wall
449.25
-
130.81
For Annular Slab
424.43
-
130.81
Top Dome
131.84
-
130.81
CRS Masonry in CM (1:4) 1st Sort prop: (Cement: Sand) using hard granite stones carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water, stones etc., from approved quarry, to site on all materials including labour for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing etc.,and overheads & contractors profit complete for finished item of work in foundation and basement. (APSS No. 601 & 615) as directed by Engineer-In-Charge
54.29
-
4110.9
Providing and Laying of a Poly sheet 125 microns to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per Tech Specifications in Section 700 & 2504 MORTH and as directed by Engineer-in-charge
506.71
-
41.21
Providing, fabricating and fixing in position permanent Stainless steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other ancillary operations etc., complete as per drawing and as directed by Engineer-in-charge
106
-
441.99
Supply and fixing water level indicator containing indicator with suitable probe height with chain pulley arrangements and and using 15 standard cable as per site condition including fixing in position encasing the cable inside the reservoir with 4 Kg/Sqcm 200 mm dia PVC pipe conforming to IS 1230 drilling hole in roof slab including all acccessories etc., complete.
1
-
9500
Providing & Fixing of GI Wire mesh 20 gauge for covering Phenyol ventilators (Mosquito Mesh) including cost and conveyance of all materials and labour charges for painting, curing etc complete as per drawing and as directed by Engineer-in-charge.
24
-
249.95
Supplying & fixing 602 x 602 mm CI man hole frame and cover (light weight) 30 Kgs including cost and conveyance of all materials and labour charges etc complete as per drawing and as directed by Engineer-in-charge
1
-
3072.15
WATCHMAN QUARTER
-
-
-
Earth work excavation for foundations and removal of the unservicable soils and disposal of all the unservicable soils to the outside the boundary 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 20B (ApSS 308) in Ordinary Soil-Mechanical Means- up to 3.00M
56.43
-
101.78
Excavation in Hard rock (requiring blasting) with benching, chiselling and wedging such as hard rock, sheet rock and boulders in habitant areas where controlled blasting can not be done with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting walls and other structures, existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to disturb the existing utility services etc., taking all precautionary measures in the restricted areas diversion of the traffic, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding backfilling and dewatering for pipeline trenches including all incidental and operational charges etc., complete.
18.81
-
785.81
Excavation in Hard rock (blasting prohibited) with benching, chiselling and wedging such as hard rock, sheet rock and boulders in habitant areas where controlled blasting can not be done with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting walls and other structures, existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to disturb the existing utility services etc., taking all precautionary measures in the restricted areas diversion of the traffic, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding backfilling and dewatering for pipeline trenches including all incidental and operational charges etc., complete. BLD-CSTN-2-7
3.77
-
1829.91
Plain Cement Concrete M10 nominal mix using cement 220kgs/Cum for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) BLD-CSTN-3-2
7
-
3850.18
Filling with useful available excavated earth (excluding rock) in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310) as directed by Engineer-In-Charge BLD-CSTN-2-9
24.56
-
283.08
Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost of all materials, seigniorage 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)
85.86
-
251.2
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)
85.86
-
322.42
Supply and placing of Vibrated Reinforced cement concrete M25 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 etc., complete 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, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge. BLD-CSTN-3-18
-
-
-
Footings
11.01
-
6128.03
Plinth Beam
8.71
-
6597.26
Ground Floor
-
-
-
Columns
4.79
-
9747.67
Chajjas
0.43
-
12232.43
Floor Beams
9.89
-
8132.78
Slabs
15.34
-
7101.16
First Floor
-
-
-
Columns
1.91
-
7594.41
Chajjas
0.21
-
10105.3
Roof Beams
3.98
-
8323.97
Slabs
8.43
-
7159.79
Roof
-
-
-
Columns
0.74
-
7594.41
Head Beams
0.89
-
8323.97
Slab
1.13
-
7159.79
Staircase
-
-
-
Beam
0.34
-
8132.78
Waist slab
1.4
-
7159.79
Landing
0.26
-
7159.79
Steps
1.55
-
7159.79
Supplying, fitting and placing Reinforcement Thermo Mechanically Treated (TMT) (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge BLD-CSTN-4-1
71.01
-
60.17
Brick Masonry work in CM(1:6) prop (Cement : Sand) in superstructure with traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site and including labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor profit etc., complete for finished item of work. (APSS No. 501 & 504) as directed by Engineer-In-Charge BLD-CSTN-5-4
-
-
-
Ground Floor
28.45
-
6117.45
First Floor
25.26
-
6286.99
Half Brick Masonry in CM (1:3) with 2nd class Brick in superstructure with traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site and including labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor profit etc., complete for finished item of work. (APSS No. 501 & 504) as directed by Engineer-In-Charge BLD-CSTN-5-11
-
-
-
Ground Floor
88.1
-
804.84
First Floor
53.96
-
843.83
Staircase
40.43
-
618.61
Plastering 12mm thick single coat in CM(1:6) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904) (Amendment 16-17)
-
-
-
Internal plastering
-
-
-
Ground floor
205.87
-
274.9
First floor
102.48
-
278.8
Roof
18.65
-
278.8
Ceiling
-
-
-
Ground floor
72
-
285.5
First floor
18
-
293.1
Parapet wall
39.02
-
278.8
Plastering 20mm thick single coat in CM(1:6) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904) (Amendment 16-17)
-
-
-
Outside plastering
-
-
-
Ground floor
163.29
-
274.9
First floor
93.33
-
278.8
Roof
21.05
-
278.8
Parapet wall
41.54
-
278.8
Painting to new walls with 2 coats of synthetic polymer luxury plastic emulsion paint of apporved brand and shade over a base coat of approved cement primer grade I making 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 912 for internal walls
326.99
-
158.49
Painting to new walls with 2 coats of oil bound Distemper of apporved brand and shade over a base coat of approved oil bound distemper 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 exterior works as per SS 912
277.67
-
83.97
MOULDED PVC DOOR – WOOD FREE Providing and fixing 30mm thick Rajshri Brand factory made Moulded door shutter- wood free consisting of frame made out of MS. tubes 19gauge thickness and size of 25mmX25mm for stiles, top and bottom rails. MS. Frame shall have a coat of steel primers. The inner panel shall consist of 25mm thick High density EPS conforming to IS 4671-1984 bounded with 2mm thick termite proof, water proof and fire resistant moulded Pac sheet with 2,4,6 raised panel design in different plain and / or prelam colours after routing to the moulded design on one side and 2mm plain and / or prelam Pac sheet on other side of the EPS. The edge of panel to be sealed with lipping of 10mm wide PVC sheet bottom (made by sticking 2 rigid foam sheet of 5mm thickness using Pac solvent cement) and stiles sides 25mm(5mmX5) thick and 30mm width Pac sheet fitted along Ms. Tube for lock provision for lock height 5mm thick Pac sheet of size 150mmX100mm fixed with upper and lower face of inner side of EPS Panel etc. Complete as per direction of Engineer – in-Charge, manufacture specification and drawing
22.74
-
2573.38
Providing & Fixing of Openable Windows with Fly-mesh made of pre-painted steel (Base Steel as per IS 513 of 0.58 mm thick galvanized as per IS 277 with zinc of 150 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer and the section for outer frame of 72 x 55mm, centre mullion of 72 x 50mm, section for fixed glass beading section of 12 x 12 mm and section for shutters of 48 x 25 mm and outer frame & mullion sections with rebate for glazed shutters, fly mesh and a 20 mm provision for guard bars/grills and fly mesh shutter section of 20 x 40 mm and the sections cut to length metre joined with corner bracket, centre mullions fixed with mullion cap, stay, handles, latch 2 Nos of heavy duty stainless steel pivot hinges per shutter and panelled with 5mm thick plain float glass and S.S. Mesh for fly mesh shutter (304 grade), fitted using rubber gaskets including fixing the windows in the concrete/masonry wall by means of self expanding screws, including 10mm Square guard bars with 6” (152.4mm) pitch , complete for finished item of work WINDOWS Double shutter window with vertical mullion 3'0x4'0(914.4x1219.2 mm) Outer frame section size of 72x50 mm shutter frame section size of 47x20mm mullion section size of 72x50mm
29.07
-
6900.98
Supply and fixing of pre-painted steel top hung and fixed louvered ventilators made of pre - painted steel (base steel as per IS 513 of -0.58 mm thick 'D" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer, section for outer frame of 46 x 52 mm section and for shutter of 46 x 46 mm section for mullion 46 x 70 mm, and section for beading should be 18 x 25 mm and section for louvered ventilation of 33 x 56 mm Box section and the 4 mm pinhead glass for ventilators with Ethyl propylene Diamine monomer Gasket (EPDM) and the sections cut to length mitre joined with corner brocket centre mullions fixed using mullion cap and with handle made of high grade aluminium powder coated and nylon receiver, corner brackets made of CRCA with Zinc Phosphate, Mullion caps made of glass filled nylon, frames fixed to the concrete /masonry wall by means of self expanding screws including 10 mm square guard bars with 6" pitch complete for finished item of work.VENTILATORS : Top hung 4'-0” x 2'-0” (1219.2 x 609.6mm) outer frame section size of 46 mm x 52 mm shutter frame section size of 46x46mm mullion section size of 46x70
4.32
-
7152.06
Flooring with vitrified tiles of 300x300mm 1st quality,of thickness 9mm 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.
220.94
-
1131.1
Flooring with Non Skid Ceramic tiles of size 300 x 300 mm and thickness between 7-8 mm 1stquality conforming to IS:13711, IS:13712, IS:13630 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.
24.3
-
842.4
Sanitary Fittings
-
-
-
Supplying and Fixing European Water Closet of 1st quality conforming to IS:2556-Part-2-1973 of Hindustan / Neycer or Parryware make white glazed with 'P' trap and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
3
-
2026.89
Supplying & Fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st 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: 660 x 460 mm - Single C.P. Pillar cock and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
3
-
2675.63
Supply & Fixing of Towel Ring Jaquar make Continental series, Chrome finish with 7 years warranty / Jupiter Aqua Lines-JALor equivalent series and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
3
-
1242.95
Supply & Fixing of Bibcock cum Health Faucet with 1m long tube and wall hook of Jaquar Florentine(Quarter turn) series, Chrome Finish with 7 years warranty / Jupiter Aqua Lines-JALor equivalent series and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
3
-
3146
S & F 12.7 mm NP stop cock Indian make heavy duty Seiko/ Senior/ Nice/ Senior/ Nice or equivalent series and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
3
-
461.28
Supplying and Fixing Sanitary tank and SWD Lines with necessary fixtures and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
1
-
40000
Supplying and Fixing of UPVC pipes for inside Plumbing with necessary fixtures and including labour, material, machinery and transportation charges etc., complete as per drawings and as directed by Engineer-In-Charge or dept. officers.
1
-
10000
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.mmincluding 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 andoperational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc.,complete for finished item of work as per Standard specification.
1
-
6269.28
Supplying and fixing of 110 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)
20
-
225.9
Supplying and fixing of 20mmU 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)
20
-
26.7
Supplying and fixing of 25mmU 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)
30
-
29.73
Supplying and fixing of 75mm PVC pipes with 75mm vent cowl (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)
10
-
154.71
INTERNAL ROADS
-
-
-
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH.
54
-
103.68
Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH.
58.5
-
1503.22
Collection supply and spreading of gravel on Shoulders with hand roller as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH.
60
-
601.09
Providing concrete M10 for plain/reinforced concrete in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications and as directed by the engineer-in-charge for road cuttings .
33
-
3667.68
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M25 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. .
60
-
4307.17
Compound Wall
-
-
-
Earthwork excavation for foundations and removal of the unservicable soils and disposal of all the unservicable soils to the outside the boundary 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 20B (ApSS 308) in Ordinary Soil-Mechanical Means-
461.9
-
101.78
Plain Cement Concrete M10 nominal mix using cement 220kgs/Cum for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) BLD-CSTN-3-2
19.18
-
3850.18
Supply and placing of Vibrated Reinforced cement concrete M25 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 etc., complete 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, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge. BLD-CSTN-3-18
-
-
-
Footings
17.74
-
6128.03
Pedestals
25.33
-
6597.26
Plinth Beam
17.25
-
8391.24
Beam above the wall
11.5
-
9943.09
Columns
7.24
-
9747.67
Supplying, fitting and placing Reinforcement Thermo Mechanically Treated (TMT) (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)
3952.64
-
60.17
Brick Masonry work in CM(1:6) prop (Cement : Sand) in superstructure with traditional size 23 x 11 x 7 cms from approved source having minimum crushing strength of 50 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including sales & other taxes on all materials and such as labour charges, like mixing cement mortar, scaffolding charges, constructing masonry, lift charges, curing, overheads and contrctor profit etc., complete for finished item of work. (APSS No. 501 & 504). BLD-CSTN-5-4
96.17
-
6117.45
Plastering 12mm thick single coat in CM(1:3) using screened sand including cost and conveyance of all materials like cement, sand, water etc., to site and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, curing as directed by Engineer-in-charge etc., and overheads & contractors profit complete for finished item of work.(SS 901,903 & 904)
836.26
-
289.82
Painting with 2 coats of Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat 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 BLD-CSTN-12-4
836.26
-
133.95
Supply and erecting of MS Angle 65x65x6mm to be fixed away from the fence support fixed to support the galvanised steel barbed wire complete duly painted with one coat of red oxide and two coats of aluminium paint.
76
-
524.5
Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).
1000
-
1203.41
Manufacture, Supply, delivery, fabrication & Fixing of MS Ornamental gate fabricated with MS flats and tubes Providing, fabricating and fixing in position permanent Structural steel supports as per details including cost of all materials, machinery, labour, cutting, bending, welding, grinding, lighting, ventilation, drainage and all other ancillary operations etc., complete with initial lead upto 1 km and all lifts including cost and conveyance of all materials and labour charges for synthetic enamel paint of approved colour and make over a primary coat of red oxide and anti corrosive paint and all accessories such as hold fasts, latches etc., complete as per the directions of the departmental authorities. IRR-TAW-3-3
500
-
88.64
PIPELINE Network
-
-
-
Earthwork excavation for Water Supply Pipeline and removal of the unservicable soils and disposal of all the unservicable soils to the outside the boundary including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work etc as per SS20B (ApSS 308) in Ordinary Soil-Mechanical Means as directed by Engineer-In-Charge
19743.08
-
165.92
Excavation in Hard rock (under Controlled blasting) with benching, chiselling and wedging such as hard rock, sheet rock and boulders in habitant areas where controlled blasting can not be done with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting walls and other structures, existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, traffic signals etc., wherever it is possible so as not to disturb the existing utility services etc., taking all precautionary measures in the restricted areas diversion of the traffic, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and excluding backfilling and dewatering for pipeline trenches including all incidental and operational charges etc., complete.
-
-
-
50% of the Rock Quantity Credited
1096.84
-
1281
Filling with sand in layers not exceeding 15cm thick, watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P etc., and overheads & contractors profit complete for fnished item of work (APSS NO.309&310) as directed by Engineer-In-Charge
2229.35
-
793.41
Providing barricading arrangement with casurina ballies as per the design duly excavating pits and its removal after the function is over including hire charges of the barricading materials as per the schedule given by the departmental authorities complete for finished item of work. BLD-CSTN-17-8
4012.5
-
122.52
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron DI K9 Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation unloading & stacking to site of work as directed by Engineer-In-Charge
-
-
-
Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work
-
-
-
DI Double Socket Bends-PN16
-
-
-
Below 500mm Dia
5181
-
141.39
DI All Socket Tees PN-16
-
-
-
Below 500mm Dia
156
-
141.39
DI Reducers ( Tappers)
-
-
-
Below 500mm Dia
72
-
141.39
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.
-
-
-
For Pipeline
-
-
-
For Tees
-
-
-
For Bends
-
-
-
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Ref to specifications. BIS No: 3114/1994)
-
-
-
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water and testing to required pressure etc complete.(Reference to specifications BISNo.3114/1994/12288/1997).
-
-
-
Thrust Block
-
-
-
Plain Cement Concrete M10 nominal mix using cement 220kgs/Cum for foundations and under flooring bed using coarse aggregate 40mm size hard, machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site and including all charges for machine mixing, laying concrete in foundations and under flooring bed, ramming in 15 cm layers finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) BLD-CSTN-3-2
13.08
-
3850.18
Supply and placing of Vibrated Reinforced cement concrete M25 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 etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item work as directed by the Engineer-in-Charge. BLD-CSTN-3-18
55.67
-
5083.91
Supplying, fitting and placing Reinforcement Thermo Mechanically Treated (TMT) (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
2.45
-
60171.64
VALVES
-
-
-
DI D/F Scour Valve PN-16
-
-
-
Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 for Scour Valve
-
-
-
80 mm Dia of valve of 300 mm of Dia Pipe
4
-
11836.52
Supply and delivery of Centrifugally Cast (Spun) Ductile Iron Pressure Pipes with Flanged(Welded) Ends confirming to IS: 8329/2000 in Standard Working lengths of 1,2,3,4,5 Mts for classification K9 with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation.
-
-
-
Double Flanged End pipe
-
-
-
Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work
-
-
-
Reducer TEEs with All Flanged ends
-
-
-
Below 500mm Dia
400
-
141.39
Flange Spigot
-
-
-
Below 500mm Dia
172
-
141.39
Flange Scoket
-
-
-
Below 500mm Dia
152
-
141.39
Lowering, keeping in position and fixing DI D/F Valves excluding cost of bolts, nuts, rubber insertion, Butterfly valve and tail pieces.
-
-
-
Scour Valves
-
-
-
80 mm Dia of valve of 300 mm of Dia Pipe
4
-
113.63
Jointing DI D/F Valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994)
-
-
-
80 mm Dia of valve of 300 mm of Dia Pipe
8
-
183.09
Manufacture, Supply and Delivery of Dismantling Joints with both side flange end suitable for installation as per drawing Including laying and jointing, transportation, loading at factory and unloading, stacking at site of work etc.,
-
-
-
DI D/F Sluice valves PN-16
-
-
-
Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538.
-
-
-
Manufacture, Supply and delivery of DI D/F Butterfly Valves, Body and disc of Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 Double eccentrically designed Disc., with renewable soft seal on the disc and Integral Body seat face of nickel-chromium overlay welding (Fusion Bonded) micro finished, 100 % leak tight in both directions, Medium free bearings and with minimum thickness of 250 microns Fusion bonded food grade epoxy coating and 1200mm dia. and above food grade liquid Epoxy coating of minimum 150 microns applied on both body and disc inside and outside. Face to face dimensions as per EN558-1/IS 13095 body or IS: 13095 long body design standard as per EN 593/IS 5163 Flange drilling as per EN 1092-2/ IS 1538 the Valve should be suitable for buried application.
-
-
-
Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work
-
-
-
Flange Spigot for valve
-
-
-
Below 500mm Dia
284
-
141.39
Below 500mm Dia
250
-
141.39
Lowering, keeping in position and fixing DI valves excluding cost of bolts, nuts, rubber insertion, Butterfly valve and tail pieces.
-
-
-
Jointing DI valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994).
-
-
-
Manufacture, Supply and Delivery of Dismantling Joints with both side flange end suitable for installation as per drawing Including laying and jointing, transportation, loading at factory and unloading, stacking at site of work etc.,
-
-
-
DI Air Valves PN-16
-
-
-
Supply and delivery of Single Chamber DI Air Valve PN-16 two in numbers with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per IS:1538, including Transportation etc complete.
-
-
-
80 mm Dia of valve of 300 mm of Dia Pipe
33
-
27557.32
Supply & Delivery of Centrifugal Cast (spun) Ductile Iron fittings conforming to IS: 9523/2000 having dimensions as per BIS, with zinc coating externally and inside mortar lining (with finishing as per clause 13/IS9523/2000) including transportation to site of work.
-
-
-
TEEs with All Flanged ends
-
-
-
Below 500
2739
-
141.39
Flange Spigot for valve
-
-
-
Below 500
1419
-
141.39
Flange Scoket for valve
-
-
-
Below 500
1254
-
141.39
Valve Chambers
-
-
-
Construction of VRCC valve chambers for Scour valves as per drawing including cost and conveyance of all materials, labour charges and as directed by the Engineer-in-charge of the work etc complete.
-
-
-
150 mm Dia of valve of 450 mm of Dia Pipe
4
-
20242.58
Construction of VRCC valve chambers for Sluice valves as per drawings including cost and conveyance of all materials, labour charges and as directed by the Engineer-in-charge of the work etc complete.
-
-
-
Construction of VRCC valve chambers for Air valves including cost and conveyance of all materials, labour charges and as directed by the Engineer-in-charge of the work etc complete.
-
-
-
80 mm Dia of valve of 300 mm of Dia Pipe
33
-
31909.58
Railway crossing/Road crossing/Canal crossing by adopting trenchless technology tunneling work through specialized pipe jacking method by erecting the equipment to true to the alignment and gradient, by hydraulic pipe jacking technique complete including tunneling, excavation in all types of soils including hard rock and construction of RCC chambers suitable to casing pipe pits, and conveyance charges of machinery and other required materials but excluding cost of encasing pipe, in co-ordination with the concerned authorities as per approved drawings and directed by the Engineer-in –Charge. For 3 Crossings
-
-
-
1000 mm dia
120
-
32493.89
Manufacture, supply and delivery of M.S Spirally Welded Pipes conforming to IS:3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia. M.S. Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by short crating or gunetting duly providing wire mesh of size 50x50x3mm including cost of all materials, labor charges, transportation to anywhere in AP, but including all taxes. For 3 Crossings
-
-
-
1000mm dia 8mm thick MS pipe
120
-
20468.61
Construction ofd pipeline for water supply with 300mm dia MS 8mm thick pipes (For River Crossing) as per standard specifications & Canal provisions including supply of pipes, Lowering and jointing of pipeline true to alignment and gradient and filling pipeline with water and testing etc., complete as specified in the technical specifications. The rates are inclusive of cost of pipes, specials, lowering, laying, jointing and testing and also labour charges etc complete for finished item of work
-
-
-
300mm dia 8mm thic MS pipe
50
-
3915.29
Construction of encasement of 300mm dia MS 8mm thick pipes with 1.0mts width & depth in river for its crossing with VRCC M25 using 20mm HBG metal including cost and conveyance of all materials and labour etc for finished item of work excluding cost of pipes, specials,lowering,laying & jointing as per site conditins/requirements and as directed by department
-
-
-
encasement of 300mm dia MS pipe with 1m depth & width
50
-
6017.17
No. of BOQ items: 95(Ninety Five) only
-
-
-
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