Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Opening Date5 Jun 2020
Closing Date24 Jun 2020
Tender Amount₹ 9,37,92,555
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
335897Bid Award Id
ViewTender No
T No 02/CE(S)/ APIIC/2020-21 Dt:05.06.2020Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
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Documents
BOQ Items
Forming subgrade with earth brought from approved source spreading in layers not more than 150mm thick, sectioning to required camber & gradient, watering and compacting each layer to proctors density with OMC compaction using 80 to 100 KN capacity vibratory roller including cost and conveyance of all materials (viz), gravel, water etc., to site,seigniorage charges, hire and operational charges of power roller and other T&P etc., complete duly maintaining the required camber & gradient in the formation as directed by Engineer-in-Charge
14345
-
436.93
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.
5556
-
2171.6
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on a well prepared surface and compacting with Vibratory roller of 80 to 100 KN weight to acheive the desired density etc., lighting, barricading and maintenance of diversion etc. as directed by Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.
5500
-
2347.63
Providing and applying prime coat with bitumen emulsion (SS1) Bulk using emulsion pressure distributor on prepared surface of granular base including clearing of road surface and spraying emulsion at the rate of 0.70 kg/sqm using emulsion pressure distributor for finished item of work etc., complete as per MoRT&H Specification 502 (5th revision) and as directed by the Engineer-in-charge
20420
-
49.4
Providing and laying of 50 mm thick Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bituminous binder of VG 30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc., complete in all respects as directed by Engineer-in-Charge and as per MoRT&H specification No. 505 (5th Revision)
1020
-
7578.12
Providing and applying tack coat with bitumen Emulsion (RS1) (Bulk) using Emulsion pressure distributor at the rate of 0.25 kgs per sqm on the prepared bituminous surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge.
20420
-
11.52
Providing and laying of 30 mm thick Bituminous Concrete with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading – II as per Table 500-17 of specification 507 of MoRT&H (5th revision), premixed with Bituminous binder of VG 30 Grade @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with hydrostatic sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
615
-
8469
Forming shoulders with borrowed useful seclected earth having MDD of not less than 1.75 gms/cc from outside layout boundary by mechnical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory road roller @ OMC to meet requirement of table 300-2 of MORT&H including all hire and operational charges of T&P , complete for finished item of work as per MORT&H specification 305 (5th revision).
1760
-
222.04
Cast -in-Situ Cement Concrete M20 Kerb with Channel top and bottom width 115 and 165mm respectively ,250mm high in M20 grade PCC on M-10 grade foundation 150mm thick ,kerb cannel 300mm wide 50mm thick in PCC M20 grade sloped towards kerb,kerb stone with channel laid with kerb laying machine,foundation concrete laid manually,all complete as per clause 408
3470
-
527.22
Painting to cement concrete kerb with two coats of Synthetic enamel paint of 1st grade of approved brand and shade over a primary coat of exterior grade cement paint including cost and conveyance of all materials to site, cost of primer coat and all labour charges, all incidental and operational charges, etc., complete for finished item of work.
1260
-
95.16
Filling with available soil (Construction of Median,Island,Aprons) above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spreaded,graded and compacted with plate compactor to achieve the desired density,including cost and conveyance of all material, seigniorage charges,labour charges for all operations,all taxes,hire and operational charges all T & P,diversion of traffic etc complete for finished item of work as per clause 407 MORTH Specification 401.
977
-
38.04
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 for foundation.
187
-
3874.56
Pipe Culverts
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH
682
-
99.63
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 for foundation.
57
-
3874.56
Providing, laying Reinforced cement concrete Hume pipes of 1200mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1200 mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting including cost of jointing material etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.
175
-
12360.19
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for pipe culvert .
66
-
4877.54
Construction of Box Culvert
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH(RBR-FNDN-1)
1320
-
95.55
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 for foundation.
73
-
3874.57
Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for for bottom slab of box culverts
-
-
-
Bottom slab
141
-
5615.94
Side Walls & Center walls
137
-
5818.41
Top slab;Approach slab,Hunch portion,Dirt wall
257
-
6479.93
Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for wing walls
323
-
5320.95
roviding HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.
41103
-
49.84
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH(RBR-SBST-11)
62
-
880.34
Providng of 100mm dia. PVC pipes for draining storm water from rotary to drain system inclueding cost and conveyance of pipes to site, all taxes, lablour charges including fixing, complete for finished item of work.
65
-
184.12
Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH (RBR-SPST-11)
2
-
1353.08
Supply and fixing of seperation membrane of MAESTIC PAD 20mm thick uniformly in single layer including cost and conveyance of all material and all labour charges as directed by the Engineer-in- Charge.
47
-
298.81
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH(RBR-SBST-10)
450
-
38.04
White washing of parapet walls of CD work and tree truncks (RBR-MTRD-23)
74
-
34.75
Construction of RCC Drains
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH(RBR-FNDN-1)
2244
-
95.55
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 for foundation.
337
-
3874.56
Vibrated reinforced cement concrete M 20 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (4th revision ) and as directed by the Engineer-in-Charge for Bed blocks & Backing walls (Sub-structure)
1379
-
5512.33
Providing HYSD bars ( Fe-415 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) and as per I.S.1786 of 1985 for Sub structure of R.C.C items.
117569
-
49.84
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry,or concrete including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH
233
-
881.4
Water Supply
-
-
-
Earthwork
-
-
-
Earth work excavation for pipe line 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, diversion of traffic etc. complete for finished item of work etc as per SS 20B (ApSS 308) in Ordinary Soil-Mechanical Means- up to 3.00M as directed by Engineer-In Charge (AP PHSOR Pg: 6) BLD-CSTN-2-2
6863.6
-
98.28
Earthwork excavation and depositing on the bank in Hard rock requiring blasting with different lifts as per specifications and drawings and as directed by the departmental officers, including protecting the walls and other structures, existing water supply lines, sewers, power cables, telephone cables/ducts, storm water drains, etc., wherever it is possible so as not to disturb the existing utility services etc., taking all precautionary measures in the restricted areas including diversion of the traffic, barricading arrangements, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and including all incidental and operational charges etc complete., but excluding backfilling for pipeline trenches where the depth is less than 1½ times the width by mechanical means.
50
-
638.53
Filling with sand in trenches,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 as directed by Engineer-In Charge BLD-CSTN-2-8
241.52
-
460.16
(whereever SDR/Hard rock met with earthwork)
-
-
-
Refilling the pipeline trenches, sides of chambers, anchor blocks and thrust blocks 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 as directed by Engineer-In Charge BLD-CSTN-2-8
6554.78
-
29.59
Carting away the surplus excavated materials from the site 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. (AP SOR Lead Charges)
358.81
-
29.1
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
14600
-
128.87
Pipe line
-
-
-
Manufacture, supply, & delivery of HDPE pipes grade PE 100 conforming to IS 4984 - 1995 including transportation to any where in A.P, complete.
-
-
-
75 HDPE PE100 mm Dia
2600
-
273.2
160 HDPE PE100 mm Dia
3700
-
1086.69
200 HDPE PE100 mm Dia
1000
-
1688.33
Fittings
-
-
-
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP, including sales tax but excluding specials etc.,complete
-
-
-
Pipe Ends Long Neck
-
-
-
75 mm Dia
3
-
109.07
160 mm Dia
4
-
495.36
200 mm Dia
1
-
753.27
MS Flanges
-
-
-
75 mm Dia
3
-
140.88
160 mm Dia
4
-
312.44
200 mm Dia
1
-
570.35
End Caps
-
-
-
75 mm Dia
3
-
78.39
160 mm Dia
4
-
294.26
200 mm Dia
1
-
523.77
Reducers
-
-
-
75 mm Dia
3
-
171.56
160 mm Dia
4
-
965.73
200 mm Dia
1
-
1531.53
Tees
-
-
-
75 mm Dia
3
-
193.15
160 mm Dia
4
-
1432.69
200 mm Dia
1
-
2675.63
Bends
-
-
-
75 mm Dia
3
-
182.92
160 mm Dia
4
-
1191.82
200 mm Dia
1
-
2316.61
Valves
-
-
-
For Valves
-
-
-
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.
-
-
-
100 mm Dia Valve
4
-
15457.15
150 mm Dia Valve
4
-
24337.53
200 mm Dia Valve
2
-
35758.9
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
150
-
144.25
Flange Scoket for valve
-
-
-
Below 500mm Dia
132
-
144.25
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.
-
-
-
100 mm
8
-
69.31
150 mm
8
-
101.12
200 mm
4
-
121.57
Lowering, keeping in position and fixing DI valves excluding cost of bolts, nuts, rubber insertion, Butterfly valve and tail pieces.
-
-
-
100 mm Dia Valve
4
-
138.72
150 mm Dia Valve
4
-
235.11
200 mm Dia Valve
2
-
387.87
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).
-
-
-
100 mm Dia Valve
8
-
296.7
150 mm Dia Valve
8
-
468.09
200 mm Dia Valve
4
-
514.1
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 110 mm of Dia Pipe
7
-
27557.32
80 mm Dia of valve of 160 mm of Dia Pipe
7
-
27557.32
80 mm Dia of valve of 200 mm of Dia Pipe
2
-
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.
-
-
-
Below 500
2656
-
144.25
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.
-
-
-
Double Flanged End pipe
-
-
-
100 mm dia
32
-
3771
Lowering, keeping in position and fixing DI valves excluding cost of bolts, nuts, rubber insertion, Air valve and tail pieces.
-
-
-
80 mm Dia of valve of 110 mm of Dia Pipe
7
-
104.46
80 mm Dia of valve of 160 mm of Dia Pipe
7
-
104.46
80 mm Dia of valve of 200 mm of Dia Pipe
2
-
104.46
Jointing DI Air Valves and Isolated 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 110 mm of Dia Pipe
7
-
181.25
80 mm Dia of valve of 160 mm of Dia Pipe
7
-
181.25
80 mm Dia of valve of 200 mm of Dia Pipe
2
-
181.25
Isolated Valves
-
-
-
Supply and delivery of DI D/F Gate Valves (Soft Seated) PN-16 Resilient seated soft sealing gate valves with body bonnet of ductile cast iron of grade GGG40/ SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per IS:1538/ISO inclusive transportation to work site, loading, unloading (reference to specifications BIS No.3114/1994) for finished item of work.
-
-
-
80 mm Dia of valve of 200 mm of Dia Pipe
16
-
15457.15
Valve Chambers & Civil works
-
-
-
Scour Valves
-
-
-
Construction of RCC valve chambers for Scour valves including cost and conveyance of all materials, labour charges including seignorage charges and as directed by the Engineer-in-charge of the work etc complete.
-
-
-
Butterfly/Sluice valves
-
-
-
Construction of RCC valve chambers for Sluice valves including cost and conveyance of all materials, labour charges including seignorage charges and as directed by the Engineer-in-charge of the work etc complete.
-
-
-
Air valve
-
-
-
Construction of RCC valve chambers for Air valves including cost and conveyance of all materials, labour charges including seignorage charges and as directed by the Engineer-in-charge of the work etc complete.
-
-
-
80 mm Dia of valve of 110 mm of Dia Pipe
7
-
27500.8
80 mm Dia of valve of 160 mm of Dia Pipe
7
-
29498.52
80 mm Dia of valve of 200 mm of Dia Pipe
2
-
32885.2
No. of BOQ items:38(Thirty Eight) only
-
-
-
(Rupees Eight Crores Ninety Eight Lakhs Seventeen Thousand Eight Hundred Eighty Nine and Paise Nil Only)
-
-
-
The rates mentioned in schedule 'A' are including overhead charges & Contractors Profit for Civil items. The overhead charges includes Labour Amenitites and Labour Importation / Compensation / Site Supervision / Quality Control Charges and Bankers Charges, etc. Hence the contractros quoted percentage is inclusive of all the above including Technical persons and work insurance and no reimbursement for these will be made. The rates given in Schedule 'A' are exclusive of GST & Seigniorage charges
-
-
-
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