Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Civil And Construction
Water Storage And Supply
Opening Date11 Apr 2025
Closing Date28 Apr 2025
Tender Amount₹ 2,30,71,106
Costs
EMD
₹ 2,31,000Document Cost
Refer DocumentsTender Fee
₹ 2,360
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
800198Tender No
04/CE(C)/APIIC/2025-26, Dated:11.04.2025Tender 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
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Ring Beam
5
11887
59435.65
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Vibrated Reinforced Cement Concrete M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER/MIXER with 6 to 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. (For Columns, Lintels, Water Tanks, RCC walls)
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-
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Tie beam shall be provided above the brick work with 230X200mm size, fixed with MS angular of 25mm X 25mm X 4mm in "Y" shape to height of 0.60m, with embedded length of 150mm in concrete. The barbed wire fencing with 3 ply of 18 gauges shall be stretched in 4 rows (2x2). Plastering shall be done with 16mm thick in two coats i.e., base coat 12mm thick in CM(1:6)prop and 4mm thick 2nd coat CM(1:4) prop on both sides of brick work.
Snowcem paint in two coats shall be provided for both sides of wall. The M.S ornamental gate as per the approved drawings shall be provided with minimum of 3.60mts width and 2.40mts height with enamel paint. Yard lighting shall be arranged on four corners of compound wall. If the length of the wall is increased/decreased
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-
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SUMP (250 KL Capacity)
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-
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Plain Cement Concrete (1:4:8) Prop. for founations using 40 mm size (SS5) hard granite metal from approved quarry including cost, conveyance of all materials like cement, sand, coarse aggregate, water etc., to site including all labour charges for machine mixing, laying concrete, ramming, finishing top surface to the required level, curingetc., complete for finished item of work as directed by the Engineer-in-Charge.
40
5013
200551.2
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Filling with sand for foundation as per specifications 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)
400
651
260780
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250mm dia Sluice Valve PN 1.6 Mpa
1
808
808.04
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Earthwork excavation with machinery in all types of soils like black cotton soil, red earth, ordinary gravel, hard gravelly soils, mixture of gravel and soft disintigrated rock in the restricted work place icluding all hire and oparational charges of T & P, all labour charges etc., complete for the finished item of work but excluding bailing out waer from pipeline trenches.
3500
125
439320
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PIPE ENDS LONG NECK
-
-
-
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Supplying, Providing and fixing in position of 6"(150mm) dia R C C (1:1.5 :3 ) prop Swan neck Ventilators with mosquito proof alluminium mesh for both ends to be provided in the roof slab of Sump / Tank including cost and conveyance of all materials and all labor charges, cost of steel for reinforcement and its fabrication etc complete for finished item of work.
4
908
3635.68
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For Roof Slab of 125 mm thick
20
1445
28917.2
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1) The above rates are arrived with base rate of Cement Rs.4220/- per MT (as per G.o.Rt.No.2029 Water Resources (Reforms) Dept. Dt:06-10-2022) & Steel Rs 60000/- per MT(Fe 500) (BoCE rates for the month of March-2024).
2) All concrete components shall be designed with M30 Design Mix proportion
3) For intermediate capacities proportional rates shall be adopted
4) The foundations shall be designed for Annular Raft Footings. The above rates are applicable for Elevated Level Services Reservoirs / OHSRs for SBC of 15 T/Sqm.
a) For every decrease of 2.50 T/Sqm of SBC, the rate shall be increased by 2.50% on basic rate. b) For every increase of 2.5 T/Sqm of SBC, the rate shall be decreased by 1.0% on basic rate up to 20 T/Sqm
-
-
-
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OD 200 mm
6
1309
7859.88
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For Plinth Beams
1.1
12346
13581.62
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Note:-For every 1m increase/decrease in length of compound wall the increase/decrease in basic rates of ELSRs of the capacities from 500KL to 2500KL shall be as follows.: i)500 KL : 0.086% ii)1000 KL : 0.047% iii)1500 KL : 0.034% iv)2000 KL : 0.026% v)2500 KL : 0.022 % For intermediate capacities, interpolated percentages shall be adopted.
xiv) Staff Quarter shall be constructed for a minimum plinth area of 40 Sqm with the following specification: RCC framed structure with concrete grade not less than M20 design mix at the locations specified by the department at the time of execution with veranda, hall, bed room, kitchen and bath &W/C with floor area of 40.00sqmts excluding balconies and staircases.
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-
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Lowering, keeping in position and fixing DI Air valves (with cap/with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces inlcuding all as directed by the Engineer-in-Charge for finished item of work
-
-
-
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MS hollow door frame with cold rolled processed steel sheet 1.25mm thick bright CRCA conforming to IS 4351/76, Flush door shutters with solid bond wood bond board doors shall be provided. N.C.L. Windows centre fixed both sides open able shutter window 1.35 X 1.35mts outer frame section 48 x50mm shutter frame section with a size of 48 X20 mm mullion section of size 48 X 50mm fixed beading section of 12 X 12 mm shall be provided. Flooring with polished Kadapa stone shall be provided. Walls shall be provided with snowcem paint in two coats over primary coat. Electrical and water supply arrangement shall be provided as directed by dept officer. Water Storage tank made with plastic/polymer material of reputed make with necessary out let and inlet connection pipes shall be provided. Septic tank for 5 users shall be provided.
-
-
-
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MS FLANGES
-
-
-
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OD 250 mm
6
1140
6844.14
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END CAPS
-
-
-
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Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, for finished item of work,
15
414
6218.7
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Vibrated Reinforced Cement Concrete M-30 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER/MIXER with 6 to 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 including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. (For Foundations, footings/Raft, steps, pedestals & below Plinth)
40
10631
425264
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Manufacture, supply and erection of air valve guard cabins made with 4 Nos. of verticals and 8 Nos. horizental MS angles of size 50x50x6mm and 12mm square bas fixed at 5 cm c/c with door and locking arrangement with 65 x 65 x 6mm MS angles 2 Nos. For support of top plate and with 4 Nos. of 30x30x3mm MS angles for laterial direction supports including 6mm thick MS plate for covering the top of the cage including cost of locking arrangements for the door along with the cost of bolts, hinges, handles etc., complete and painting both sides with corrosive paint two coats over one coat of primary coat including cost of all materials fabrication, welding, transportation to site, fixing in position duly emberding in CC (1:2:4) prop. and all other incidental and operational charges etc., complete for finished item of work.
125
3296
412012.5
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CONSTRUCTION OF PUMP HOUSE
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-
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Manufacture, Supply, & Delivery of HDPE (PE –100 Grade) fittings conforming to IS 4984 - 2016 including transportation to anywhere in A.P.
-
-
-
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OD 250 mm
2
6089
12179.52
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xiii) Compound wall: Construction of compound wall including ornamental M.S.Gate of size 3.0 X 2.40m is included in the basic rate of ELSRs. Length of compound wall hall is minimum of 150m. Min. height of the compound wall shall be 1.80m above plinth and thickness 230mm in brick masonry in CM (1:6).The compound wall shall be constructed including earth work excavation in all types of soils for plinth beam of 230mm X 300mm and 0.75X0.75X1.20m size for column footing portions. The footings shall be of 0.75X0.75X0.25m in VRCC M20 grade and constructed over a C.C (1:4:8) prop bed of 100mm thick. The columns shall be of 230X230 mm in size with VRCC M20 grade at 3.00m c/c spacing, having depth of 1.20m below ground level and height of 2.00m above GL. The plinth beam of size of 230X300 mm shall be constructed in VRCC M20 grade at Ground level, over a bed of CC(1:4:8)-100mmthick. 450X450mm size columns in M20 grade shall be constructed for gate pillars. All the materials shall be followed as per the standards.
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-
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40mm dia DI Air valve on 110mm dia HDPE pipe line
7
11154
78079.05
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Earth work excavation in Ordinary Soils - Mechanical Means 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). Upto 3 M depth
500
125
62760
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TEES
-
-
-
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Testing of 250KL capacity SUMP for water tightness as indicated in the special conditions including cost of water required for filling to total capacity, pumping charges of water into the sump with oil engine, all labour charges and incidental charges involved in testing of sump as specified in Technical specifications etc., complete.
1
65926
65926.24
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110mm dia HDDPE pipe for 6kg/cm2
3700
30
112480
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100mm dia Sluice Valve PN 1.6 Mpa
13
15457
200942.95
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Construction of RCC valve chamber of size 0.90 Mts internal dia. including earth work excavation by Manual means of size 1.40 Mts. dia and laying with CC (1:4:8) proportion 40mm nominal size graded HBG metal of 1.40 Mts. dia X 0.15 Mts thick and laying with VRCC M30 design mix concrete in cost of steel with fabrication, centering, vibration for raft slab, side walls and cover slab of 1.10mts dia x 0.10m thick for valve pit ( duly providing openings) and carting of surplus earth including all cost of materials, transportation, labour charges, centering charges etc., complete for finished item of work. The work shall be executed as per drawings and suitable material as per technical specifications and as directed by the Engineer-in-Charge complete for finished item of work and as directed by the Engineer-in-Charge.
25
13951
348784
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Hand Rail Posts
0.5
15007
7503.85
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OD 140 mm
10
322
3226.7
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160mm dia HDDPE pipe for 6kg/cm2
200
48
9660
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200mm dia Sluice Valve PN 1.6 Mpa
1
35758
35758.9
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Top Dome slab of 125mm thick
20
11544
230880
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OD 200 mm
2
3130
6260.18
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Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ 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 etc., complete for finished item of work in all floors.( APSS No.126)
1
85193
85193.07
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OD 160 mm
6
421
2529.06
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c) For SBC 10T/Sqm to 7.5 T/Sqm, solid raft shall be provided and for solid raft the rate shall be increased by 10% on basic rate. d) For SBC 7.5 T/Sqm to 5 T/Sqm, solid raft shall be provided and for solid raft the rate shall be increased by 15% on basic rate. e) For SBC value of less than 5 T/Sqm, soil improvement shall be adopted, for which additional payment shall be made as per field condition.
5) For staging less than 15 m, the rate shall be decreased by Rs.0.05 paisa on basic rate per liter per every Meter decrease in staging.
6) For staging above 15 m, the rate shall be increased by Rs.0.10 paisa on basic rate per liter per every Meter additional staging.
7) The above rates shall be increased / decreased due to increase/decrease in the cost of cement by Basic rate x {(Rc-4220)/4220} x 0.07 Rc = Rate of Cement (Rs per MT) at the time of preparation of estimate. 8) The above rates shall be increased / decreased due to increase/decrease in the cost of Steel by Basic rate x {(Rs-60000)/60000} x0.2 Rs = Rate of Steel (Rs per MT) at the time of preparation of estimate.
9) a) Rate inclusive of three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof.
b)The rate inclusive of 2 coats of weather proof emulsion painting for external surfaces, lettering, all required fixtures, Pipes, Pipe specials, valves of DI material, Valve chambers etc., for pipe connections including cost of pipes, specials and valves as per departmental designs and drawings.
-
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-
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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 including transportation charges etc., complete for finished item of work.
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-
-
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200mm dia HDDPE pipe for 6kg/cm2
200
75
15108
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110mm dia HDDPE pipe for 6kg/cm2
3700
388
1437672
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40mm dia DI Air valve on 110mm dia HDPE pipe line
7
76
536.13
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Providing impervious / weather proof coarse over RCC roof 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 including cost and conveyance of all materials to site, all labour charges, all operations, finishing smooth and lininig, curing, etc., complete for finished item of work.
400
504
201876
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Vibrated Reinforced Cement Concrete M-20 Nominal mix using 20mm size graded (SS5) hard grantie machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 400 kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work. ( For Slabs & Beams)
-
-
-
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(Rupees Two crores Thirty lakhs Seventy One thousand One hundred Six Only)
-
-
-
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OD 110 mm
15
554
8316.6
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Foundation/Footings
2
9961
19922.02
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Proving Impervious coat to exposed RCC roof slab of sump, sump side walls, sump bottom slab, inside of the septic tank, in sunken slabs etc.,to required slope with CM (1:3) 20mm thick mixed with water proofing compound manufavtured by reputed manufacturers as approved by engineer in charge at 1 kg of water proofing compound per bag of cement laid over roof when it is green including cost of al materials, conveyanve charges of materials and including all operational and incidental charges for mixing mortar, laying rendering smooth and head lining, curing rounding off junctions of wall and slab complete for finished item of work
25
504
12617.25
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OD 110 mm
60
284
17042.4
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100mm dia Sluice Valve PN 1.6 Mpa
13
203
2643.55
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OD 160 mm
2
1609
3219.84
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For Columns
1
12719
12719.18
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Refilling with useful excavated earth in pipeline trenches (excluding rock), consolidated each deposited layer not exceeding 15cm thick by watering and ramming including all, 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 as directed by the Engineer-in-Charge.
210
37
7889.7
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OD 200 mm
6
769
4615.02
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Plastering 12mm thick single coat in CM(1:6) with dubara sponge finishing including cost and conveyance of all materials like cement, sand water etc., to site all materials, and all opertional 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.
15
145
2181.15
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Supply and fixing doors as per drawings with medium teak wood frame of section 100mm x 65 mm and ISI marked flush door shutters of 30 mm thick single shutter 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 including cost and conveyance to site of teak wood frame, flush shutter including supply and fixing 6 Nos. MS Z hold fasts of size 300 mm x 40 mm x 5mm including cost of ISI marked Aluminium fixtures of 3 Nos. butt hinges (IS:205) 150mm long, 1 No. aldrop (IS:2681) 300mm long, 1 No. tower bolt (IS:204) of 200 mm x 10 mm dia at top , 2 Nos. 150 mm long handles (IS:208), 1 No. door stopper and 1 No. Rubber / Nylon door stop bushes including fixing the fixtures to door with required number of screws, bolt and nuts including labour charges for fixing the frame in position, fixing the shutter to the frame etc., including overheads & contractors profit complete for finished item of work as per APSS 1001 & 1002 (The vertical frame of door shall be embedded in flooring for a depth of not less than 10 mm) (1000mm x 2100mm)
2.1
4658
9782.03
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14. The shaft type staging with slip form can also be provided with proper approval from competent authority without any additional cost. 15) The basic rate is inclusive of following Fixtures
i) Pipe connections & Specials with D.I materials (a) All pipe connections for Inlet, Out let, Over Flow, Scour pipes shall be provided with D/F DI material. (b) The Valves for above pipe connections also shall be of DI material of PN 16 duty confirming to the specification of SoR item No.28 (c) All specials such as Bends, Tees, Reducers, Duck foot Bends, Bell mouths etc,. Shall be of DI material.
-
-
-
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50mm dia DI Air valve on 160mm dia HDPE pipe line
1
16075
16075.1
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Plastering 12mm thick for INTERNAL WALLS of brick masonry walls/ concrete surfaces in two coats with a base coat of 8 mm thick in CM (1:5) and 4 mm thick top coat in CM (1:3) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site and labour charges, all operations, mixing mortar, finishing, scaffolding, curing, providing architectural grooves at junction of Concrete and Masonry, etc., complete for finished item of work.
50
457
22898.5
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Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 - part-l/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure etc., complete for finished item of work as directed by the Engineer - in - charge. Note : Specialized labour is needed for execution of laying & jointing for HDPE Pipes with buttfusion welding technique as per IS Specification.
-
-
-
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Providing Three coats of painting 100 micron dry film thickness each coat with cold applied slovent less coal tar epoxy paint of approved quality including removing rust,cleaning surface, cost of all materials, labour, etc., complete with all leads and all lifts for finished item of work
400
193
77304
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150mm dia Sluice Valve PN 1.6 Mpa
2
344
689.3
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White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials
165
49
8113.05
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BENDS
-
-
-
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200mm dia Sluice Valve PN 1.6 Mpa
1
568
568.6
... More
OD 140 mm
10
478
4783.2
... More
Providing High Yield Strength Deformed (HYSD) / Thermo Mechanically Treated (TMT) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works including labour charges for cutting, bending to required sizes and shapes placing in position with cover blocks of approved materials and size and tying with binding wire of 20 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 etc., complete for finsihed item of work in all floors.
14
85193
1192702.98
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500 KL OHSR
-
-
-
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Earth work excavation Ordinary soils-Mechcanical Means 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) BLD_CSTN_2-2
32
125
4016.64
... More
No. of BOQ items: 45(Forty five) only
-
-
23071106.19
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Slab Projections of 125mm thick
1
11544
11544
... More
Manufacture, Supply, & Delivery of HDPE pipes of 6Kg/CM2 of PE 100 Brade conforming to IS 4984 - 2016 including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for finished item of work as directed by Engineer-in -charge
-
-
-
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Lowering, keeping in position and fixing D.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces etc., complete for finished item of work and as directed by the engineer-in-charge
-
-
-
... More
Vibrated Reinforced Cement Concrete M-20 Nominal mix using 20mm size graded (SS5) hard grantie machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 400 kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work ( For Columns, lintels, Water Tanks, RCC Walls))
-
-
-
... More
OD 140 mm
5
1124
5623.95
... More
Sump Side walls 230 mm thick wall & Hanch
35
15007
525269.5
... More
For Roof Beams
0.5
11910
5955.02
... More
10) For tribal/Agency / Rural area, the above rates as arrived up to shall be increased by 10%.
11) The above rates adopted for a wind pressure up to "250 kg/Sqm". For every 100 kg/Sqm decrease in wind pressure, the rate shall be decreased by 5%
12) a) The Basic rate is adopted by considering the design for Seismic forces for Zone- II only of seismic zones. (b) The basic rates shall be increased by 15 % for Zone-III of seismic zones.
13-(a). The ELSR/OHSR shall be designed with minimum of two rows of columns for capacities above 500 KL & up to 1000KL. 13-(b). The ELSR/OHSR shall be designed with minimum of three rows of columns for capacities above 1000KL.
-
-
-
... More
250mm dia HDDPE pipe for 6kg/cm2
200
87
17518
... More
OD 140 mm
5
1079
5396.7
... More
Earth work excavation in Ordinary Soils - Mechanical Means 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). 3 M to 6 Mdepth
100
143
14345
... More
Plastering 20mm thick in single coat in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand water etc., to site all materials, and all opertional 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.
150
241
36153
... More
250mm dia Sluice Valve PN 1.6 Mpa
1
45600
45600.8
... More
Refilling with useful excavated earth in pipeline trenches (excluding rock), consolidated each deposited layer not exceeding 15cm thick by watering and ramming including all, 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 as directed by the Engineer-in-Charge.
3150
37
118345.5
... More
160mm dia HDDPE pipe for 6kg/cm2
200
813
162696
... More
200mm dia HDDPE pipe for 6kg/cm2
200
1267
253588
... More
Plain Cement Concrete in (1:4:8) proportion (cement;fine aggregate: Coarse aggregate) for foundations using 40mm size(SS5) hard granite metal from approved quarry including cos and conveyance of all materials like cement,sand,coarse aggregate, water etc., to site including all labour charges for machine mixing, laying concrete, ramming, finishing top surface to the required level, curing etc., complete for finished item of work as directed by the Engineer in charge
7
5013
35096.46
... More
II) The sizes of the verticals for ELSR/OHSR shall be:
a) For 500 KL to 750 Kl ELSRs Inlet Pipe - 300mm dia. Out let Pipe - 350mm dia.
DI valves – 2 No’s Over Flow pipe - 350m dia. Scour Pipe - 200mm dia.
b) For 800 KL to 1500 Kl ELSRs Inlet Pipe - 400mm dia. Out let Pipe - 450mm dia.
DI valves – 2 No’s Over Flow pipe - 450m dia. Scour Pipe - 200mm dia.
c) For above 1500 KL to 2500 Kl ELSRs Inlet Pipe - 400mm dia. Out let Pipe - 500mm dia.
DI valves – 2 No’s Over Flow pipe - 500m dia. Scour Pipe - 200mm dia.
Note: Any deviation from the above sizes as per design, shall be paid or recovered.
(iii) Manhole Frames & Covers
a) All man hole Frames & Covers shall be made of CI/DI materials with min. size of 0.60mX 0.60m - For Roof & Valve Chambers.
iv) CI/D.I Double Swan neck ventilators (min. of 150mm dia.) shall be provided in top dome and slab with mosquito/fly proof nets - 4Nos.
v) RCC Finial ventilator with fly/bird protection with GI mesh - 1 No.
vi) RCC precast ladders of 0.60 m width - 2 Nos.
-
-
-
... More
Vibrated Reinforced Cement Concrete M-20 Nominal mix using 20mm size graded (SS5) hard grantie machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 400 kgs of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site including steel centering, shuttering, machine mixing, laying concrete, vibrating, lift charges, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work.( For Foundations, Plinth, pedestals (below Plinth))
-
-
-
... More
Painting to 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 finished item of work over Primary coat as per SS 911 for external walls S.no.17 of Amendment to Standard Data on dt.1-8-2011
180
255
45945
... More
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site for H.D -10 with 560mm dia clear opening including cost conveyance of all materials and all labor charges etc complete.
2
1772
3544.78
... More
OD 110 mm
15
540
8112.15
... More
Cost, supply and fixing in position of SS Ladder of 0.60m wide made out of 40mm dia Stain less Steel tubes of 304 grade for verticals and steps @ 300mm C/C placed from bottom slab to top slab (inside of SUMP) including fabrication charges, cost and conveyance of all materials and labour charges etc complete (2 No - 5.00m long)
150
716
107536.5
... More
250mm dia HDDPE pipe for 6kg/cm2
200
1976
395380
... More
Supply and fixing of Single shutter MS window of size 2'0 x 4'0 (609.6 x 1219.2 mm ) Outer frame section size of 46 x 52 mm shutter frame section size of 46 x 46 mm including cost and conveyance of all materials and labour charges including fixing of 4 mm pinheaded glass and labour charges, complete for finished item of work.
3
7375
22127.67
... More
OD 160 mm
6
669
4015.14
... More
Construction of 500 KL Capacity OHSR in a soil having SBC of 15 T/Sqm, with 25 Mts staging including three coats of epoxy paint Food Grade of best quality to inner surface of the Reservoir including roof, 2 coats of whether proof emulsion painting for external surfaces, lettering, all required fixtures, pipes, bends, valves etc., for pipe connections with the following Fixtures. a) RCC or Aluminum ladder inside 0.60 m wide. b) Spiral staircase on the outside c) Lightening arrestor, including conductor and earthling etc. d) RCC ventilators with copper or stainless steel fly proof mesh. e) D.I Manholes frame and cover 0.60x0.60 m as per IS specifications (light duty) - 2 Nos. f) Water level indicator of good quality with ebonite/ copper float approved pattern - 1 No. g) The ladder shall be with M.S ladder and Verticals with HDPE of 10kg/Sqcm shall be provided for single column OHSRs only. h) The railing provided to the gallery and stair case shall be with stainless steel of grade 304 for a height of 1.20mts. i). D.I swan neck ventilators shall be provided in top dome and slab. The rate is excluding all inlet, out let connection and valves.
500000
28
14265000
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Cost, supply and fixing of SS Hand railing with 40mm dia SS304 tubes for hand rail & vertical post and 25mm dia SS304 tubes for horizantal pipes including fabrication and cost and convyance of all materials and labour charges etc., complete for finished item of work : at Dome slab
350
716
250918.5
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OD 110 mm
40
160
6408
... More
For Lintels
0.4
12908
5163.56
... More
140mm dia HDDPE pipe for 6kg/cm2
400
620
248136
... More
140mm dia HDDPE pipe for 6kg/cm2
400
46
18536
... More
Distribution Lines
-
-
-
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Brick Masonry in CM (1:6) with Bricks traditional size 23 x 11 x 7 cms (2nd Class) Bricks for super-structure on ground floor including cost of all materials, labour and all operations for constructing brick masonry, mixing cement mortar, curing, scaffolding etc., complete for finished item of work as directed by the Engineer-in-Charge.
20
7204
144085.8
... More
Supply & Delivery of Tamper Proof DI Flanged Single Chamber Air Release Valves with body & cover made of Ductile Iron Grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 with Food Grade Epoxy Powder Coating(EP-P) (Min:250 Micron) inside and Outside of Color Blue RAL 5005. All internal parts such as Float, shell, Cove Bolts etc. made of Austenitic alloy steel of SS AISI 304/316 and DN 50 float of and other components with ABS/PTFE/EPDM/NBR and generally conforming to DIN/BIS/AWWA standards (or) combination Flange drilling as per IS - 1538 including cost and conveyance of all materials etc., complete for finished item of work and as directed by the Engineer-in-Charge.
-
-
-
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Filling with sand for foundation as per specifications 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)
40
651
26078
... More
vii) RCC dog legged stair case of 1.00 m flight width and 1.20 m landing width R.C.C hand railing of 1.0 m height – 1 No
viii) The staircase shall be enclosed with brick masonry walls on three sides and collapsible MS gate on front side up to 1st brace level, to prevent unauthorized entry.
ix) Construction of R.C.C valve chambers as per Standard Drawings with RCC cover slab fixed with CI/DI manhole Frame & Cover with lock and Key arrangement. The Mix shall not be less than VRCC M 20 grade with 150mm thick side walls, 150mm thick top slab, 150mm thick base slab over base course of 100mm thick (1:4:8) prop.
x) Balcony of 1.00 m width at floor slab level / middle ring beam level by using Stainless Steel pipe of grade 304 hand railing up to 1.20 m height, with top railing of 40mm dia. pipe & middle railing of 25mm dia. and verticals with 40mm dia. at an interval not more than of 1.00m c/c.
xi) Water Level Indicator of reputed make – Digital type (1 No) and Conventional type (1 No)
xii) Lightening Arrestor with all its accessories complete including earthing, with relevant IS Codes - 1 No.
-
-
-
... More
OD 250 mm
6
1763
10579.8
... More
OD 110 mm
60
215
12952.2
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