Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Civil And Construction
Opening Date21 Sep 2022
Closing Date28 Sep 2022
Tender Amount₹ 28,75,62,114
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
545307Bid Award Id
ViewTender No
17/CE(S)/APIIC/2022-23, Dated : 20.09.2022Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
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Documents
BOQ Items
Cutting of the Existing 1100 mm dia pipeline to providing TEE for tapping arrangement including labour charges and all other incidental and operational charges etc,complete as directed by Engineer-In-Charge
2
-
1195.23
Manufacturing and supply of Mild steel 1100X1100x300 mm MS TEE using 16 mm thick MS plate for barrel2.0 M length and for stem 0.30m long with 10mm thick MS flanged branch using 15mm thick MS flange with three run arc welding as per specification drawings including inlining with cement mortar (1:2) prop., 15mm thick duly fixing 6 Nos., of 6mm dia MS rings at each end and outcoating with cement mortar (1:3) prop., 30mm thick by shotcreting/guniting duly providing MS wire mesh of size 50x50x3mm including cost of M.S. plates, reinforcement, wire mesh, welding rods, cement, sand and all other required materials, all taxes and duties, fabrication charges and transportation to site and hoisting, carefully lowering into readymade trenches or keeping in position on pedastals or supports and laying true to alingment and gradient and perfect lining by jacking and jointing with three run arc welding and providing inlining and outcoating to field welded joints etc. complete and as directed by Engineer-In-Charge : 1100mm X 1100mm X300mm
1
-
85456
Manufacture, Supply and delivery of PN-16 rated DI D/F Butterfly Valves with GGG40/SG400/12 or Equivalent grade as per I.S.3896-part 2-1985 and subsequent revisions, Double eccentrically Disc., with renewable soft seal on the disc and Body seat face of nickel weld overlay micro finished, with powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per AWWA C 504:80 or BS 5155 or IS:13095 drilled as per IS:1538. including cost of valve and all other required materials,and including 300 mm dia MS pipe with necessary MS flanges and 300mm dia control valve for Bye pass arrangements as per specification drawings and all other required materials, testing charges, inclusive of all taxes and duties, transportation to work site, loading, unloading and hoisting and carefully lowering the valves into trenches / chambers, laying true to alignment and gradient and perfect lining and jointing including cost of carbon steel nuts, bolts, and rubber gaskets packing, acutator including field hydraulic testing to a required test pressure as directed by the departmental officers including cost and conveyance, other incidental and operational charges etc., complete for finished item of work.and as as directed by Engineer-In-Charge : 300 mm Dia Butterfly valve PN1.6
1
-
70205.55
Manufacturing and supply of Mild Steel Pipes using 8 mm thick MS plate manufactured with electric - resistance welding (ERW) or submerged arc welding (SAW) process longitudinally or spirally welded from MS plates conforming to IS:2062 -2011,IS:3589-2001,IS:5822-1994,Grade-`A'/'B' in suitable lengths to suit the site conditions as directed by the departmental officers, including 10% Radio graphic testing and 100% Ultra sonic testing for factory and field welded joints and hydraulic testing to a required field test pressure for 13 kg/sq.cm and factory test pressure for 20 Kg/sq.cm including in-lining with cement mortar (1:2) 15mm thick using 6 numbers of 6mm dia MS rings at each end of the pipe and out-coating with cement mortar (1:3) prop. 30mm thick by shotcreting or guniting duly providing wire mesh of size 50x50x3mm including cost of MS Plates, welding rods, cement, sand, reinforcement, wire mesh and all other required materials and inclusive of all taxes and duties and delivery of fabricated in-lined and out-coated pipes to site and hoisting and carefully lowering the pipes into ready made trenches or keeping in position on ready built pedestals or supports and laying them true to alignment and gradient and perfect lining by jacking and jointing with three run arc welding and in-lining & out-coating of field welded joints with cement mortar as per the above specification inclusive of cost of all jointing materials, labour charges and hydraulic testing of pipeline and as directed by departmental officers inclusive of cost of the necessary testing equipment and other incidental and operational charges etc., complete ans as directed by the Engineer -in-charge . 8mm thick pipe : 300 mm MS Pipe
5
-
9377.93
Refilling the pipeline trenches with selected excavated soils complying with standard specifications after the pipeline is laid, jointed and tested as directed by the departmental officers including breaking clods, watering, tamping, ramming and all leads and lifts, labour charges and inclusive of all incidental and operational charges etc., complete, and as directed by the .Engineer- in -charge.
28.28
-
30.82
Construction of 1.8 m x 1.7 m x 3.1 MtRCC M-20 Nominal mix (Cement : fine aggragate: coarse aggrregate) corresponding to table 9 of IS 456 using 20mm 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 andon all materials including all operational, incidental and labour charges such as machine mixing laying concrete, curing etc, complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centring, shuttering.and as directed by the Engineer-in-charge.
1
-
103844.83
Carting away the surplus excavated materials i.e., earth from the site to a distance of 2 kms including loading, unloading, conveyance charges and dumping the carted materials at the contractors cost, labour charges, all leads and lifts, all other incidental and operational charges etc complete and as directed by the Engineering -in-charge.
5.72
-
57.26
B) Providing and laying of pumping main from Tapping Point at RTPP Existing Pump house at Bhramasagar Reserviour to Godlavidu village Dia 300 mm DI K9 of CH: 0.000 Mts To 10500 mts.
-
-
-
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
12825
-
119.63
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.and as directed by the Engineer-in charge.
1425
-
774.53
Supply and delivery,lowering, jointing & Testing 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,specials (fittings) lowering with s/s ends carefully into trenches and laying them true to alignment and gradient,Jointin and testing of pipes and fittingswithrubbergasket(push-on-joint),excluding the cost of the rubber gasket but including all filling with water,with a water leadup to 500m and testing to required pressure,etc .complete Reference to specifications IS3114/1994/12888/1987 inclusive of Transportation unloading & stacking to site of work as directed by Engineer-In-Charge : 300mm dia DI k9 class pipes
10500
-
5426.19
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.and as directed bythe Engineer-in charge. : 300mm dia DI k9 class pipes
2000
-
238.59
Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) ( ex-works) including Transportation and all Taxes.
5000
-
158.65
Supply and filling at work site crusher stone dust cushion to the pipe line trenches wherever required including watering tamping and ramming as directed by the departmental offciers including cost and conveance of dust, loading, unloading and transportation and all other incidental charges, contractor's profit and overhead charges etc., excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge
945
-
1111.18
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 excluding all taxes, duties and transportation including construction of RCC valve Chamber. : PN-20 for 300mm dia
4
-
105897.41
Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 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 requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K9 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge. : 100mm dia
20
-
35930.74
Supply, Delivery of D.I double flanged Sluice Valves (Score valve) conforming to IS- 14846 (with up to date amendments, if any) 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 ); Gasket with Neoprene Rubber; Gland packing with Rubber; Gear, Gear housing with Cast Steel excluding all taxes and transportation, etc.complete ISI marked, and as directed by the Engineer -in- charge. : 100mm dia
20
-
17350.45
Refilling with excavated earth including watering, ramming and all labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge
13305
-
30.82
Carting away the surplus excavated Rock from the work site with a lead of 2.0 km beyond initial lead away from work spotand conveyance including charges , complete for finished item of work and as directed by the Engineer-in-charge.
1425
-
57.3
THRUST BLOCKS
-
-
-
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 complete for finished item of work.and as directed by the Engineer -in- charge. (APSS No. 402)
2.25
-
5112.8
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
9.12
-
6423.47
Supplying, fitting and placing Reinforcement 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 on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
456.21
-
89.49
Pedastal For 300mm dia K9 pipe line
-
-
-
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 complete for finished item of work. and as directed by the Engineer -in- charge. (APSS No. 402)
13.5
-
5112.8
Design Mix RCC M-25 grade of concrete using cement 380kgs/Cum for using coarse aggregate 20mm size hard machine crushed granite from approved quarry including cost and conve yance of all material like cement, sand , coarse aggregate, water etc. to site including all charges for michine mixing , laying concrete finishing top the required level,curing etc,and overhead & contractor profit complete for finished item of work (APSS 402) as directed ny the Engineer-In-Charge BLD-CSTN-3-17
10.1
-
6423.47
Supplying, fitting and placing Reinforcement 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 on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
505
-
89.49
C) Providing and laying of300mm DI K-9 pipe line Puming main from Godlavidu village From CH: 10500 to 41800 Mts (total 31.3 Kms.) to GLSR at IP- Gopavaram.
-
-
-
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
39555
-
123.27
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.and as directed by the Engineer -in- charge.
4395
-
872.56
Supply and delivery,lowering, jointing & Testing 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,specials (fittings) lowering with s/s ends carefully into trenches and laying them true to alignment and gradient,Jointin and testing of pipes and fittingswithrubbergasket(push-on-joint),excluding the cost of the gasket but including all sundries filling with water,with a water leadup to 500m and testing to required pressure,etc .complete Reference to specifications IS3114/1994/12888/1987 inclusive of Transportation unloading & stacking to site of work as directed by Engineer-In-Charge : 300mm dia DI k9 class pipes
31300
-
5463.79
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.and as directed by the Engineer -in- charge. : 300mm dia DI k9 class pipes
8100
-
238.59
Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned here under are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) ( ex-works) including Transportation and all Taxes and as directed by the Engineer -in- charge. : 300mm dia DI k9 class pipes
15000
-
158.65
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 a sper the schedule given by the departmental authorities complete for finished item of. and as directed by the Engineer -in- charge.
31300
-
60.22
Supply and filling at work site crusher stone dust cushion to the pipe line trenches wherever required including watering tamping and ramming as directed by the departmental offciers including cost and conveance of dust, loading, unloading and transportation and all other incidental charges, contractor's profit and overhead charges etc., excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge
2817
-
1090.25
Supply, delivery and Lowering 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 excluding all taxes, duties and transportation.including construction of RCC valve Chamber etc., complete as directed by the Engineer-in-Charge. : PN-20 for 300mm dia
15
-
106821.85
Manufacture, supply, delivery and lowering of Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 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 requirement of the dept. Lowering and Jointing the valves with flanged ends to DI K9 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including transportation, The operation can be done with handwheel/cap. ISI Marked (PN 16) and as directed by the Engineer -in- charge : 100mm dia
60
-
35963.48
Supply, Delivery,Lowering of D.I double flanged Sluice Valves conforming to IS- 14846 (with up to date amendments, if any) 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 ); Gasket with Neoprene Rubber; Gland packing with Rubber; Gear, Gear housing with Cast Steel excluding all taxes and transportation, etc.complete ISI marked and as directed by the Engineer -in- charge. : 100mm dia
60
-
17285.14
Refilling with excavated earth including watering, ramming and all labour charges, etc., complete for finished item of work and as directed by the Engineer-in-charge
41133
-
36.24
Carting away the surplus excavated Rock from the work site with a lead of 2.0km beyond initial lead away from work spotand conveyance including c., complete for finished item of work and as directed by the Engineer-in-charge.
4395
-
57.3
THRUST BLOCKS
-
-
-
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 complete for finished item of work.and as directed by the Engineer -in- charge. (APSS No. 402)
4.95
-
5149.46
Design Mix RCC M-25 grade of concrete using cement 380kgs/Cum for using coarse aggregate 20mm size hard machine crushed granite from approved quarry including cost and conve yance of all material like cement, sand , coarse aggregate, water etc. to site including all charges for michine mixing , laying concrete finishing top the required level,curing etc,and overhead & contractor profit complete for finished item of work (APSS 402) as directed ny the Engineer-In-Charge BLD-CSTN-3-17
18.7
-
6424.79
Supplying, fitting and placing Reinforcement 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 on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge : 300mm Dia Encassing Arrangemet
935.07
-
91.72
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 complete for finished item of work.and as directed by the Engineer -in- charge. (APSS No. 402)
23.61
-
5149.46
Design Mix RCC M-25 grade of concrete using cement 380kgs/Cum for using coarse aggregate 20mm size hard machine crushed granite from approved quarry including cost and conve yance of all material like cement, sand , coarse aggregate, water etc. to site including all charges for michine mixing , laying concrete finishing top the required level,curing etc,and overhead & contractor profit complete for finished item of work (APSS 402) as directed ny the Engineer-In-Charge BLD-CSTN-3-17
110.15
-
6424.79
Supplying, fitting and placing Reinforcement 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 on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
5507.37
-
91.72
Pedastal For 300mm dia K9 pipe line
-
-
-
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 complete for finished item of work.and as directed by the Engineer -in- charge. (APSS No. 402)
27
-
5149.46
Design Mix RCC M-25 grade of concrete using cement 380kgs/Cum for RCC using coarse aggregate 20mm size hard machine crushed granite from approved quarry including cost and conve yance of all material like cement, sand , coarse aggregate, water etc. to site including all charges for michine mixing , laying concrete finishing top the required level,curing etc,and overhead & contractor profit complete for finished item of work (APSS 402) as directed ny the Engineer-In-Charge BLD-CSTN-3-17
20.2
-
6424.79
Supplying, fitting and placing Reinforcement 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 on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
1010
-
91.72
Restroration of Existing CC Roads crossings of pipe line At various locationof villages habitations
-
-
-
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 etc., complete for finished item of work as per MORT&H speficiation 301 (5th revision) and as directed by the Engineer-In-charge).
585
-
130.6
Construction of Granular sub-base by providing HBG material confirming to Grading - III of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. ( Payment will be made based on levels for finished item of work ).
780
-
2428
Providing 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 ((Morth 408))
390
-
5226.31
Vibrated cement concrete M 35 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 & 2702 (5th Revision) and as directed by the Engineer-in-Charge for C.C Pavement.
780
-
6751.23
D) Construction of 1300 KL GLSR at IP Gopavaram.
-
-
-
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 etc as per SS20B (ApSS 308) in Ordinary Soil-Mechanical Means- up to 3.00M as directed by Engineer-In-Charge
167.17
-
123.27
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 including all incidental and operational charges etc., complete as directed by Engineer-In-Charge
390.06
-
1420.12
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
173.76
-
5203.45
RCC M30 Standard Design Mix Concrete M-30 grade for Foundations ,Plinth ,Pedastals (below plinth ) as per IS 4926-2003 with minimum cement content 400kgs as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, centering, shuttering for finished item of work as directed by Engineer-In-Charge
-
-
-
For Foundations of the Sump
-
-
-
For Bottom Base Slab
68.79
-
11166.07
For Wall Raft
103.77
-
11166.07
For Column footing
16.2
-
11166.07
For 550 mm Thick wall Below GL
20.53
-
11166.07
For Sludge Pit Wall
0.62
-
11166.07
For Suction Pit Wall
5.49
-
11166.07
For Sludge Raft Slab
0.39
-
11166.07
For Sunction Raft Slab
0.9
-
11166.07
For Super structure of the Sump
-
-
-
For 550 mm Thick wall Above GL
24.19
-
13459.13
For 300 mm Thick Wall
88.28
-
15304.13
Haunch (0.2m x 0.2m)
2.63
-
11166.07
For Column
12.2
-
13782.53
For Beam RB3
5.52
-
12480.09
For Beam RB2
5.48
-
12480.09
For Beam RB1
3.53
-
12480.09
Top Annular slab
35.29
-
11313.65
Dome Slab
12.56
-
11313.65
Ventilators(6 + 1No.'s)
2.35
-
11313.65
Staircase
-
-
-
Columns at level +149.45
0.06
-
11166.07
Columns at level +151.45
0.24
-
11166.07
Columns at level +153.45
0.42
-
11166.07
Beams
0.21
-
12480.09
Landing
0.45
-
11313.65
Waist Slab
0.64
-
11313.65
Steps
0.68
-
11313.65
Supplying, fitting and placing Reinforcement 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 on all materials etc. ,and overheads & contractors profit complete for finished item of work.( APSS No.126)as directed by Engineer-In-Charge
44484.87
-
91.72
Providing & Fixting of PVC water stopper 310 mm wide of approved material as directed by Engineer - In-Charge APSOR(MAT-00061)
267.66
-
562.39
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.,.(SS 901,903 & 904)
-
-
-
Internal Plastering
-
-
-
For Inside Wall
351.13
-
178.38
For Annular Slab
276.96
-
202.99
Top dome
89.24
-
202.99
Columns
153.36
-
178.38
RB-1
23.56
-
178.38
RB-2
36.52
-
178.38
For Splashing arrangement
56.52
-
178.38
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 ,as directed by Engineer-In-Charge .
-
-
-
Internal Surface
-
-
-
For Inside Wall
351.13
-
275.99
For Annular slab Bottom
276.96
-
275.99
For Dome Bottom portion
89.24
-
275.99
For Columns
153.36
-
275.99
RB-1
23.56
-
275.99
RB-2
36.52
-
275.99
For Splashing arrangement
56.52
-
275.99
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, as directed by Engineer-In-Charge .
-
-
-
For Outside wall
369.64
-
168.85
For Annular Slab
293.21
-
168.85
Top Dome
85.63
-
168.85
Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper 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 internal walls ,as directed by Engineer-In-Charge.
-
-
-
For outerside wall
369.64
-
143.94
For Annular slab
293.21
-
143.94
For Dome slab
85.63
-
143.94
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 RBR-PTWK-21-20
346.36
-
49.16
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
-
662.77
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 as directed by Engineer - In-Charge. APSOR(MAT-00084)
24
-
281.77
Supplying & fixing 602 x 602 mm CI man hole frame and cover (light weight) 30 Kg directed by Engineer - In-Charge BMW-I.87
1
-
3441.19
PIPE CONNECTIONS AND SPECIALS
-
-
-
Supply and delivery of Centrifugally Cast (Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage 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.
-
-
-
INLET 300
18
-
15709
OUTLET 300
9
-
15709
SLUDGE OUTLET 150
4.5
-
6977
OVER FLOW 300
9
-
15709
Lowering C.I./D.I.Pipes (allclasses) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)
-
-
-
INLET 300
18
-
233.28
OUTLET 300
9
-
233.28
SLUDGE OUTLET 150
4.5
-
92.76
OVER FLOW 300
9
-
233.28
Jointing CI pipes, fittings and 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.).
-
-
-
INLET 300
9
-
817.01
OUTLET 300
5
-
817.01
SLUDGE OUTLET 150
2
-
496.21
OVER FLOW 300
5
-
817.01
Supply, Delivery of D.I double flanged Sluice Valves conforming to IS- 14846 (with up to date amendments, if any) including gear arrangements for the following dia. as per test pressure having Body, Bonnet, Dome, Stool cover, Wedge, Stufffing 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 ); Gasket with Neoprene Rubber; Gland packing with Rubber; Gear, Gear housing with Cast Steel and including transportation, etc. complete.(As Per SOR 2016-17 PH Items Page No: 73-83)
-
-
-
INLET 300
1
-
84658.23
OUTLET 300
1
-
84658.23
SLUDGE OUTLET 150
1
-
24337.53
OVER FLOW 300
1
-
84658.23
Lowering, keeping in position and fixing CI sluice valves (with cap/with hand wheel and reflux valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces including VAT and Labour cess and excluding CED and Service Tax
-
-
-
INLET 300
1
-
972.2
OUTLET 300
1
-
972.2
SLUDGE OUTLET 150
1
-
291.26
OVER FLOW 300
1
-
972.2
Jointing CI pipes, fittings and 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.).
-
-
-
INLET 300
1
-
817.01
OUTLET 300
1
-
817.01
SLUDGE OUTLET 150
1
-
496.21
OVER FLOW 300
1
-
817.01
E) Providing Road Crossing of proposed 300 mm Dia at two places NH- 67 and R&B
-
-
-
Road 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.
-
-
-
900 mm dai crossing on R&B Road(MAT-08264) including contractor profit
40
-
32567.74
900 mm dai NH-67 (MAT-08264) including contractor profit
50
-
32567.74
Manufacture, Supply and Delivery of RCC Pipe Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory including cost and conveyance etc, complete and as directed by the Engineer-in-charges
-
-
-
900 mm dai crossing on R&B Road
40
-
9840.91
900 mm dai NH-67
50
-
9840.91
No. of BOQ items: 74(Seventy Four) only
-
-
-
(Rupees : Twenty Eight Crores Seventy Five Lakhs Sixty Two Thousnd One Hundred and Fourteen only)
-
-
-
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