Amaravati Development Corporation Limited Tender
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Amaravati Development Corporation Limited - ADCL Tender
Bridge Construction
Civil And Construction
Road Construction
Drainage Work
Pipe Line Project
Civil And Architectural Services
Water Storage And Supply
Furnitures and Fixtures
Opening Date15 Feb 2025
Closing Soon3 Mar 2025
Tender Amount₹ 1,84,08,00,239
Costs
EMD
₹ 1,84,08,002Document Cost
Refer DocumentsTender Fee
₹ 20,000
Summary
Construction Of Balance Smart Trunk Infrastructure With Roads, Storm Water Drains,
Description
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Contact
Tender Id
786101Tender No
335/ADCL/IPD/2024-25Tender Authority
Amaravati Development Corporation Limited ViewPurchaser Address
-Website
http://http://ccdmc.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Forming Subgrade with borrowed useful earth from outside road boundary by mechanical 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 soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 & 300-2 of MoRT&H, including all hire and operational charges of T&P , etc., complete for finished item of work as per MoRT&H specification 305 (5th Revision) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 8% and other reqirements from clause 305 (5th Revision) and as directed by the Engineer in Charge.
62064.95
1443
89609995.46
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Filling of Median / Island with excavated material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted with Plate compactor as per drawing, Technical Specifications Clause 408 (5th Revision) with all leads and lifts complete for finished item of work and as directed by the Engineer in Charge
11723.5
381
4472046.31
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Filling of Median / Island with approved material obtained from selected borrow source as per drawing, Technical Specifications Clause 408 (5th Revision) with selected borrowed useful earth from outside road boundary by mechanical means up to SDR 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 soil on the embankment, spreading soil, breaking clods, sectioning and compacting to meet requirements including all hire and operational charges of T&P, etc, complete for finished item of work and as directed by the Engineer in Charge
11723.5
2016
23635396.65
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Loosening and Recompaction of Existing Ground up to a level of 500mm supporting Emabankment / Subgrade to the required compaction to meet the requirements of Table 300-2 of MoRTH, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th Revision) , and as directed by the Engineer in Charge .
1000
118
118800
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Construction of Granular sub-base by providing HBG material confirming to Grading - VI 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.
49641.24
2015
100076243.43
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Providing, Laying, Spreading and compacting graded HBG crushed 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 well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work.
47963.99
2806
134628684.61
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Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means for finished item of work as per MoRT&H Specification 502 (5th Revision).
273234.31
77
21151067.94
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Providing and applying tack coat with bitumen Emulsion (RS-1) (Bulk) using Emulsion pressure distributor at the rate of 2.5 kg to 3.0 kg / 10 sqm over granular surface treated with primer 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.
53809.8
16
889475.99
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Providing and applying tack coat with bitumen Emulsion (RS-1) (Bulk) using Emulsion pressure distributor at the rate of 2.0 to 3.0 kg /10 sqm over 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.
404306.6
15
6198020.18
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Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH Batch type HMP Producing an average output of 75 tonne per hour using crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen binder VG 40 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic paver finisher with sensor to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandem rollers 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 of all materials etc., complete as per MoRT&H specification No. 505 (5th revision)
23247.63
9797
227764470.35
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Providing Bituminous Concrete with 100-120 TPH Batch type hot mix plant producing an average output of 75 tonne per hour using HBG crushed aggregates of Grading-I as per table 500-17 of specification 507 of MoRT&H (5th Revision), premixed with bitumen binder VG-40 Grade @ 5.2 % of mix and filler, transporting the hot mix to work site, laying with Hydroststic paver finisher with sensor 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
10107.67
10952
110700717.99
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm Type-A aggregates using VG-30 grade bitumen @ 22 kg/10 sqm and colour pigment to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade as per MoRT&H Specification 508 (5th Revision) complete for finished item of work in all respects as directed by Engineer-in-Charge
52074
191
9968005.08
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Earthwork excavation in soils up to SDR by mechanical means (0 to 3m) for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete including charges for finished item of work as per MoRT&H specification 304 (5th Revision) and as directed by the Engineer-in-Charge -For Bridges
1900
153
292087
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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 ,centering, 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 1700, 2100 (5th Revision) for footings leveling course.minimum quantity of 275 kg cement to be used per cum of concrete.-For Bridges
75
6477
485805.75
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Bored cast-in-situ piles of M-35 grade concrete, 1200mm dia, excluding reinforcement complete as per drawing, technical specification section 1100 (5th Revision) including all charges , removal of excavated earth with all leads and lifts and as directed by the Engineer in Charge.minimum quantity of 420 kg cement to be used per cum of concrete.-For Bridges
406
14806
6011508.02
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VRCC M35 grade controlled concrete (design mix) using 20mm maximum size (SS.5) HBG metal (graded) including cost and conveyance of all materials to site , all labour charges shuttering and machine mixing, laying, vibrating curing and finishing etc., complete including all other incidental and operational charges, hire charges of all T&P etc., complete but excluding cost of steel and its fabrication charges etc., and as per MORTH specification No.1100, 1500, 1600 &1700, (5th Revision) for pile caps.minimum quantity of 422 kg cement to be used per cum of concrete.-For Bridges
837
6347
5313242.52
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a) Static load Test for Piles ( Vertical load )-For Bridges
-
250000
-
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b) Dynamic load Test for Piles ( Transverse Direction )-For Bridges
-
250000
-
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Providing steel liner of 6 mm thick including fabricating and setting out as per detailed drawing confirming to MORTH specification 1100 (5th Revision) and as directed by the Engineer-in-charge.-For Bridges
7.2
118049
849959.71
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Vibrated reinforced 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 and conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 & 2200 (5th revision ) and as directed by the Engineer-in-Charge for Substructure.minimum quantity of 422 kg cement to be used per cum of concrete.-For Bridges
72
6850
493200.72
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Vibrated reinforced cement concrete / Prestressed Cement Concrete using 20mm & 10mm 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 labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700,1800 & 2300 (5th revision ) and as directed by the Engineer-in-Charge for Super structure.minimum quantity of 422 kg cement to be used per cum of concrete for RCC M35.-For Bridges
282
7972
2248349.34
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Providing Constructing, Transporting and placing in position of precast Post Tensioned Concrete "I" girders using M45 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 & HT Strands and its fabrication & prestressing charges for finished item as per MoRT&H specification 1500,1600,1700,1800 & 2300 (5th revision) and as directed by the Engineer-in-Charge for Super structure as per drawing and technical specifications. Minimum quantity of 465kg cement to be used per cum of concrete.-For Bridges
403
16175
6518722.47
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Providing & Constructing Cast in situ Post Tensioned Concrete "Box" girders using M40 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 & HT Strands and its fabrication & prestressing charges for finished item as per MoRT&H specification 1500,1600,1700,1800 & 2300 (5th revision) and as directed by the Engineer-in-Charge for Super structure as per drawing and technical specifications. Minimum quantity of 430 kg cement to be used per cum of concrete.-For Bridges
-
9300
-
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Vibrated cement concrete M 15 Grade Concrete under approach slabs using 40mm , 20mm and 10mm size HBG/HBT 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 1700, 2100 ,2700 (5th Revision) for leveling course.minimum quantity of 275 kg cement to be used per cum of concrete.-For Bridges
31
6477
200799.71
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Vibrated reinforced cement concrete M 30 grade for Approach slab using 20mm & 10mm 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 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 Approved drawing including cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge. Minimum quantity of 407 kg cement to be used per cum of concrete.-For Bridges
63
11994
755655.39
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Providing and laying (65mm thick) wearing course comprising of 40mm asphalt concrete over 25 mm thick mastic asphalt including cost of prime coat, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, all complete as per Drawings, Technical Specifications clause 507, 516 & sub clause 2702 (5th Revision) and as directed by the Engineer in Charge-For Bridges
1015
1404
1425455.85
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Construction of Ornamental Railing complete as per approved drawings and as per MORTH Section 2200 & clause 2703 (5th Revision).-For Bridges
153
4489
686928.69
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Provision of Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD bars of Fe-500 D grade reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MORTH circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified as per MORTH Section 800, 2200 & clause 2703 (5th Revision).minimum quantity of 430 kg cement to be used per cum of concrete.-For Bridges
91
4285
389949.56
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Providing and fixing Stripseal expansion joints complete as per Drawings, Technical Specifications Section 2600 (5th Revision) and as directed by the Engineer in Charge-For Bridges
94
6000
564000
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Providing and fixing galvanized Drainage Spouts along with drain pipes complete as per drawing and Technical Specifications clause 2705 MORTH (5th Revision). -For Bridges
12
2383
28601.28
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Providing and fixing bearings complete as per Drawings, Technical Specifications Section 2000 (5th Revision) and as directed by the Engineer in Charge-Pot/PTFE Bearings-For Bridges
28
79166
2216666.76
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Providing and fixing bearings complete as per Drawings, Technical Specifications Section 2000 (5th Revision) and as directed by the Engineer in Charge-Tar Paper Bearings-For Bridges
16.38
80
1321.87
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Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures 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 including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars complete as per drawing, Technical Specifications Section 1600 (5th Revision) including cost, conveyance of all materials to site and labour charges and as directed by the Engineer in Charge- bridge Foundation.-For Bridges
155.6
92265
14356514.91
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Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures 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 including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars complete as per drawing, Technical Specifications Section 1600 (5th Revision) including cost, conveyance of all materials to site and labour charges and as directed by the Engineer in Charge- bridge Sub structure.-For Bridges
10.5
92709
973450.38
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Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures 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 including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars complete as per drawing, Technical Specifications Section 1600 (5th Revision) including cost, conveyance of all materials to site and labour charges and as directed by the Engineer in Charge- bridge Super structure.-For Bridges
74
95669
7079545.22
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting all complete as per drawings, Technical Specifications Clause 1800 (5th Revision) and as directed by the Engineer in Charge-For Bridges
20.1
142075
2855712.53
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Providing and painting with Synthetic enamel paints of approved quality on bridges with Bridge No. and Span arrangements as per IRC-7,1971 complete as per drawing, Technical Specifications Section and as directed by the Engineer in Charge.-For Bridges
2
40
80.72
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Providing and Applying ordinary paints of approved quality on surface of parapets as per Drawings, Technical specification clause 803 (5th Revision) and as directed by the Engineer in Charge.-For Bridges
183
152
27967.89
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Providing and painting of flood gauge on sub-structure to full height and 500 mm width as per the drawings, Technical specification clause 803 (5th Revision) and as directed by the Engineer in Charge.-For Bridges
9
202
1819.53
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Providing, laying and fixing of HDPE pipe of 160mm dia complete as per Drawing, Technical Specifications and as directed by the Engineer in Charge.-For Bridges
91
656
59747.87
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Providing and constructing inlet chambers of 0.6mx0.6mx0.6m dimensions with RCC M25 grade of concrete for Raft and walls and M15 grade of concrete for Levelling Course, with galvanised gratings and PVC/HDPE pipe 150mm dia as per drawing and Technical Specifications Section 1500, 1600 & 1700 (5th Revision) and as directed by the Engineer in Charge.
1158
11507
13325962.92
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Construction of Median chutes of clear size 0.25m width x 0.275m depth with 100mm Raft & walls as per fig 4.32 of IRC SP 42-2014 and Technical Specifications Section 1500, 1700 & 2100 (5th Revision) and as directed by the Engineer in Charge.
1158
1825
2114311.14
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Providing and Laying Plain Cement Concrete M 20 kerb with top and bottom width 115 and 165mm respectively, 390mm high over WMM kerb stone laid with kerb laying machine as per drawing including cost, conveyance of all materials to site and labour charges etc complete as per Technical Specifications Clauses 409 and Section 1700 (5th Revision) and as directed by the Engineer in Charge.minimum quantity of 344 kg cement to be used per cum of concrete. -Grade M 20 for Kerb "A" Type Section over WMM
68121.84
285
19427667.55
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Providing and Laying Plain Cement Concrete M 20 kerb with top and bottom width 115 and 465mm respectively, 365mm over WMM kerb stone laid with kerb laying machine as per drawing including cost, conveyance of all materials to site and labour charges etc complete as per Technical Specifications Clauses 409 and Section 1700 (5th Revision) and as directed by the Engineer in Charge.minimum quantity of 344 kg cement to be used per cum of concrete. -Grade M 20 for Kerb "L" Type Section over WMM
17358
467
8112782.04
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Providing and Laying kerb painting with with two coats on the surface with synthetic enamel paint grade-I (IS:164) in all shades on new plastered concrete surfaces after back filling including cost, conveyance of all materials to site and labour charges etc complete as per drawing, Technical Specifications Clause 803 (5th Revision) and as directed by the Engineer in Charge
36160.14
131
4749272.79
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Construction of footpath/separator by providing 60mm paver blocks-M35 grade, 30mm sand fill below it including cost, conveyance of all materials to site and labour charges etc complete as per the technical specification of MoRTH& APDSS as per drawings and as directed by the Engineer -in- Charge
52074
756
39368985.48
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Supplying of hot applied thermoplastic road marking compound, 2.50mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass beads on Bituminous surface at 250gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass bead as per MoRTH section 803.40 & IRC 35 -2015 , the material should be satisfy MoRTH specifications 803.40 and must comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab .In case the department approves the white index box of any vendor, the department engineer may carryout random checking of the appplied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department), b)The Luminance factor of the material should be in the range of 80-85% at 45 degrees centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262 part-1, 1989 and should pass at the range of 0 degree centigrade to '-10 ' degree centigrade. D) Adhesion : Strong E) Softening point 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 & MoRTH section 803.4-Lane / Center line / Edge marking / Transverse marking and any other marking
9282.8
560
5198368
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Supplying of hot applied thermoplastic road marking compound, 2.50mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass beads on Bituminous surface at 250gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass bead as per MoRTH section 803.40 & IRC 35 -2015 , the material should be satisfy MoRTH specifications 803.40 and must comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab .In case the department approves the white index box of any vendor, the department engineer may carryout random checking of the appplied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department), b)The Luminance factor of the material should be in the range of 80-85% at 45 degrees centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262 part-1, 1989 and should pass at the range of 0 degree centigrade to '-10 ' degree centigrade. D) Adhesion : Strong E) Softening point 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 & MoRTH section 803.4-Directional Arrows, Lettering etc. as per drawing No.61 of MORTH Type Designs for Intersections
32
560
17920
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Supplying of hot applied thermoplastic road marking compound, 2.50mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass beads on Bituminous surface at 250gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass bead as per MoRTH section 803.40 & IRC 35 -2015 , the material should be satisfy MoRTH specifications 803.40 and must comply with the following a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab .In case the department approves the white index box of any vendor, the department engineer may carryout random checking of the appplied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department), b)The Luminance factor of the material should be in the range of 80-85% at 45 degrees centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262 part-1, 1989 and should pass at the range of 0 degree centigrade to '-10 ' degree centigrade. D) Adhesion : Strong E) Softening point 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015 & MoRTH section 803.4-Pedestrian Crossing at junctions and median openings
132
560
73920
... More
Providing and fixing Village name board size 600x800 mm made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer –in-Charge.
5
8236
41180
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Providing & fixing junction boards of size 1500 x 1200 mm made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 4MM Alluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
6
29525
177150
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Providing and fixing of Route marker signs (450mm x 600mm) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
12
2578
30941.76
... More
Providing and fixing Cautionary / Warning sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
5
6958
34790
... More
Providing and fixing Mandatory / Regulatory sign boards size 900 mm circle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all roundand fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground levelto the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The Signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
5
10231
51155
... More
Stop sign - Octagon of size 1200 mm complete including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as per drawings, Technical Specifications Clause No. 801 (5th Revision) and as directed by the Engineer in Charge
4
3019
12076.36
... More
Providing and fixing Mandatory (Give way sign) sign boards size 900 mm equilateral triangle made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of White colour and letters/logos done by screen printing in Black colour, boarders by screen printing in Red colour and fixed over 4MM Aluminium Composite Material sheet having minimum 0.5 mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading chages necessary for satisfactory completion of the work as directed by Engineer -in-Charge.
4
6958
27832
... More
Supplying and installation of delineators (Roadway indicators) not less than 800mm high above ground level. The delineator shall have a core and shell construction which shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body. The inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm. The delineator should have top retro-reflective unit consisting of white color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 125 cm2 and bottom retro-reflective unit consisting of red color micro prismatic non metallic retro-reflective sheeting of minimum exposed area of 35 cm2 confirming to ASTM D4956 type XI standards and as per IRC -79. The delineators shall be fixed to the ground by inserting the root of the delineator up to the marked portion and by firm concrete filling as per the instructions by engineer in-charge.
29
2048
59392
... More
Supply and installation of Hazard Markers/Delenators using M.S angle of size 55x55x6 mm and 120 cm high above ground level painted with two coats of black & white strips of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm x 90cm Type- XI of ASTMD 4956-09 wide angle cube concerned micro prismatic Retro Reflective sheeting of Yellow yellow colour and confirming to IRC 67:2012 fixed over 3mm aluminum composite material having minimum 0.30mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow strips, in screen printing slopoing downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyhance of all materials, equipment,machinery and labour with all leads and lifts, loading and unloading charges necessaryu for successful completion of the work on any road in division as directed by the Engineer-in-charge and conforming to IRC 67-2012 & MoRT&H specification No 805 and approved drawings etc., complete for finished item of work.
4
4438
17752
... More
Providing and fixing Object markers 48.3mmdia. MS pipe ,keep at 50cm above ground level with 3MM Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin fully covered with type XI of wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 reflective sheeting fixed in to trench of 30x30x30cm filled with CC M20 conforming to IRC-67:2012 & MORTH&H specification no 805 and approved drawing etc.,
8
1021
8168
... More
Providing and fixing of Moulded Shanks Raised Pavement Markers made of Polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 TypeH and complying to specifications of Category A of MORTH circular No.RW/NH-33023/10/97 - DO III dt. 11-o6-1997. The height, width and length shall not exceed 50mm, 100mm and with minimum reflecting area of 13 sqcm on each side and the slope to the base shall be 35 +/- 5 degrees The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum values of 700kgs. Fixing will be by drilling holes on the road for the twin shanks to go inside without nails and using epoxy resign based adhesive as per manufacturers recommendation and complete as directed bythe Engineer.
9039
336
3037104
... More
Clearing the light Jungle like Shrub, bushes, grass, wild vegetation and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work
38588
3
122709.84
... More
Aliliment and fixsing planting point with 0.45 mtr length sticks incl mateal cost, transport and overheads and contractor propit complte for finised work
4480
1
8153.6
... More
Earth work excavation for foundations Digging of pits for plant in ordinary soils 0.90x0.90x0.90 mtr (Tall Plants)
4480
155
694400
... More
Filling with Red soil (Red soil in this context it is defirn:;g as sandy
As per loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable;·fertile, slightly acidic·:or neutral)in pits/trenches and including cost and conveyance of red s /1' to work
site and it including all operational, incidental ,labour charges, required tools, overheads & contractors profit complete for finished item of work. (60% of the pit size for Central median Plantation (0.342 cub/pit) excluding ball of earth )
4480
427
1915200
... More
Cost and Conveyance of Farm Yard Manure or dry cow dung powder including loading, unloading, internal transport and application. of the FYM into the pits/trenches and it including all operational, incidental,labour charges, required tools, overheads & contractors propit complete for finished item of work. (0.028 cum mtr farm yard Manure for each. pit'.) Rs.1761 for cubic (Tall Plants)
4480
49
219788.8
... More
Conveyance charges for internal transprot upto 100 mt with head load and application of the red soil and FYM into the pit and it including all operational, incidental ,labour charges, required tools, overheads & contractors profit complete for finished item of work. (0.37 cubic per pit and Rs. 50.02 per pit
4480
48
216428.8
... More
Transport of 21''x21'' size bag plants from Nursery to Plantation site including loading and unloading 10 km lead
4480
31
140492.8
... More
Internal transportation of larger bag size 21''x21'' for 100 no. of plants
4480
16
74816
... More
Planting of bag plants 21''x21'' size @ 5145.61/100 no.
4480
51
230540.8
... More
Hedge / shrub planting: Digging the trench of size 0.15 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 6 No./Sqm of plants & bag size shall be arrived based on the spacing 0.40 c/c as per the design.)
(Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)
35080
329
11551493.2
... More
Provision for Transportation of 21" x 21" bag size (30 kg/bag) 3508 Nos
105.24
1000
105240
... More
Provision for Transportation of 7" x 8" bag size (2 kg/bag) 350800 Nos
701.6
1000
701600
... More
Cost of Fox-tail palm (21"x21") / Equivalent plant
3508
590
2069720
... More
cost of Murraya exotica (7"x8") / Equivalent plant
350800
31
10874800
... More
Maintenance of Palms/Tree planting: Trimming (once in month) and application of fertilizers, insecticides, Fungicides @ 20 gms/pit/sqmt) (once in quarterly) by manually excluding cost of fertilizers, it including all operational, incidental ,labour charges, for complete of work. (Once in 3 months i.e 4 times in a Year 4480 Nos x 4 = 17920 Nos)
17920
6
123648
... More
Maintenance of hedge/shrub planting: Trimming of hedges/shrubs (once in 30 days) and application of fertilizers, insecticides, Fungicides (once in a month @ 20 gms/pit/sqmt) etc., by manually excluding cost of fertilizers it including all operational, incidental, labour charges, for complete of work. (Once in 3 months i.e 4 times in a Year 35080 Sqm x 4 = 140320 Sqm )
140320
6
893838.4
... More
Hire charges of tractor mounted water tanker for filling sump by 5000 ltrscapacity tanker(150 waterings for oneyear ie. once in a three days @ 5litres per sqm/plantper each time)and it including·all operational, incidental,labourcharges,requiredtools,overheads&contractors profit complete for finished item of work
6460
691
4465087.4
... More
watch and ward 5 member per month for 12 months = 60 members
30
15000
450000
... More
Supply and delivery of 19:19:19 fertilizer 4 times each time 20 gms / Sqm (Once in 3 months i.e 4 times in a Year ( 4480 Nos x 4 x 20 gms)/1000/50 = 7 Bags &
(Once in 3 months i.e 4 times in a Year ( 38588 Sqm x 4 x 20 gms)/1000/50 = 62 Bags
69
1800
124200
... More
Foundation and erection charges with special T&P, for 10Mtrs long Octagonal / Conical pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60Mtrs x 1.40 Mtr size M20 cc work vibrated concreting mixing with necessary steel (15kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost and conveyance of materials etc., complete.
580
8908
5166959
... More
Foundation and erection charges with special T&P, for 4 Mtrs long pole duly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.45Mtr x 0.45Mtrs x1.20 Mtr size M20 cc work vibrated concreting mixing with necessary steel (10kgs) reinforcement and curing for 7 days as directed by the field engineers during execution including excavation of Earth/BT all labour charges and cost
and conveyance of materials etc., complete.
1158
6613
7658467.74
... More
Erection charges for Octagonal pole upto 10 mtrs on bridge crashbarrier portion with 4 Nos, 8" Anchor bolts with chemical treatment with suitable "I" type bolts etc duly drilling holes to crash barrier and fixing of "L" type base plate of dimensions 300mmx300mmx12mm at top, side and as stiffner with 4 number of holes at top face and bottom face including bolts, nuts and washers and cost and conveyance of all material and all labour charges etc., complete as directed by the department officers.
8
8482
67860
... More
Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template including Fabrication, Transportation and supply of 1.5 Mtr length double arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers) for finished item of work as directed by Engineer in charge. Make for Pole :Bajaj /Valmont /Laasma/ Transrail/Utkarsh/Skipper/Consoul /Surya/Vakrangee/Lysaght Pole
588
37162
21851450.04
... More
Supply, Transporation, installation, testing and commissioning of LED decorative post top of 45W with a system lumen output of 4950 lumens and a minimum system efficiancy of 110lm/W with street light optics. The luminaire shall have a rated system lifetime of 50,000 burning hours at L70. the luminaire should have a color temperature of 5700K and CRI70. The luminare shall meet IP66 with THD10% and PF0.9, IK08 protection. The luminaire shall hav eclosed diffused optics with polycarbonate diffuser board. the total power consumption should not exceed 45W (including driver) with glass reinforced polymer (GRP) composite type Conical pole of height 4 mtr including decorative base plate and internal junction box including labour charges etc., complete and as directed by the departmental authorities. Makes:Klite/Phillips/Reytek/lightman or equivalent. Design, model shall be as approved by the departmental authorities
1158
39600
45856800
... More
Supply, transportation and fixing of LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F 0.90, high power LEDs having System Efficacy = 120 lumens/watt and junction temperature 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete with earth connection and not less than two years warranty. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG. - 210W LED Fixture
8
17868
142947.52
... More
Supply, transportation and fixing of LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F 0.90, high power LEDs having System Efficacy = 120 lumens/watt and junction temperature 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete with earth connection and not less than two years warranty. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG. - 180W LED Fixture
580
13931
8080374.4
... More
Supply, transportation and fixing of LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F 0.90, high power LEDs having System Efficacy = 120 lumens/watt and junction temperature 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete with earth connection and not less than two years warranty. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG.- 72W LED Fixture
588
5772
3394518.12
... More
Supply and fixing of 6-32A 10KA SP MCB, C/D Curve ISI in Octagonal pole with Din channel, with or without insulator terminal strip connector including cost & conveyance of all materials and labour charges etc., complete Makes: Legrand-DX3 / Schneider-A9/Hager-h3/ Siemens-5SX4/ Havells STADx /L&T-AU/Indo Asian-Opti pro/ HPL (Techno)/Anchor (Uno plus).
2334
339
791552.76
... More
Design, Fabrication, assembling, packaging, forwarding to site, installation, testing & commissioning of Outdor type panel with stand enclsoure consisting of 3Ph, , 415V, 50Hz, 3 nos of 200A fuse units, 9 no of 100A fuse units, RYB Indicators for incoming and outgoing phases Al. bus bar, floor mounting free standing totally enclosed compartmentalized front operational, vertical, dust and vermin proof, FRB Shrouding. LT panels fabricated with 2 mm thick for load bearing members, side sheet, removable top & bottom sheets, equipment mounting plate, front door & covers, partition and 3mm HRCA for undrilled gasket removable gland plate and base frame is ISMC -75.The panel shall be painted with texture finish electro static paint SIEMENS GREY RAL -7032 (powder coating).
9
39118
352067.4
... More
Supply installation, testing and commisision of 21Kva Three Phase Smart Streetlight CCMS Web Controller –Wireless Street light monitoring and controlling system with 63A MCB for incoming and 9 Nos of 20Amps SP MCB with 2 outputs with 1 no of buffer SP MCB of 3 Nos, includes inbuilt RF gateway. It uses GSM/GPRS/4G technology to receive commands and send data from and to the web software with 4G with 2G fall back, Micro HDMI port to be provided. MIPI CSI Camera port to be provided. Minimum of Two USB 3.0 ports to be provided. In-built GPS to be provided It should support GPS/GLONASS/BD, Switching Components, Automatic MCB Trip Rectification for nuisance MCB trips, Controller should have SPD of 20kV/10kA for the Panel. Metering: ISI Energy Meter with Class 1.0 accuracy and Complaint to IS:13779. Ability to communicate securely via cellular networks (GSM / GPRS /2G /3G /4G). Ability to send data regarding energy usage, ON/OFF status etc. from controller. Ability to remotely upgrade the CCMS device firmware from central server. Design Life should be More than 10 years. Inbuild Battery backed with RTC based timer for Bypass operation for up to 8 Hours. Enclosure: CRCA Metal Enclosure with IP65 and IK10 with size of 700x500x145mm CRCA 1.2 thickness with Single Door RAL 7035 Powder coating. Test report: Controller should be type- tested with NABL lab and the test report need to be submitted.Communication Charges per panel per annum included for the warranty period of 2 years,including CCMS Software charges, and Supply of Stand for 3 Phase panel, 6.2 feet height, MS powder coated with 5mm Thick and approved byengineer in charge
20
46300
926000
... More
Supply and laying of 3 core 2.5 Sqmm ISI marked, PVC insulated and sheathed FRLS/FRLS-H round copper cable for voltage up to 1100V as per IS 694/1990..Makes: Finolex / RR kabel / Havells/ Finecab /KEI/Polycab/ Gloster/ Goldmedal/GM// Fortune Arrt/Anchor /Million
20490
171
3514649.7
... More
Supply transportation and laying of 16 Sqmm 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt
19904
259
5158121.6
... More
Supply transportation and laying of 10 Sqmm 4 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt
21990
225
4949289.3
... More
Supply transportation and laying of 35 Sqmm 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt
2000
377
754620
... More
Supply transportation and laying of 50 Sqmm 3.5 core XLPE insulated, 1100V grade armoured aluminum cable as per specification confirming to IS:7098 (Part - I)./1554-I Makes: Torent / Universal / Unicab / Havells / Finecab / KEI / Gloster/ Polycab /RR Kabel/ Fortune Arrt
180
489
88162.2
... More
Supply and Transportation and laying of Outer dia 63 mm and Inner dia 51mm double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Makes:DURA LINE (Dura Guard) or its equivalent make and as directed by the Engineer in Charge
43894
174
7680133.18
... More
Earth work excavation of Trench of size in all types of soils for covering of UG cables/HDPE pipe and refilling of Trench.
7900.92
395
3123865.75
... More
Providing independent earthing by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.
29
4763
138151.36
... More
Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of up to 16 sqmm.Makes:Dowels/Jainson/Comet.
18672
13
254499.36
... More
Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of 35 sqmmMakes:Dowels/Jainson/Comet
232
27
6326.64
... More
Supply and making end termination with heavy Alluminium lugs (pin/ ring type) as per IS specification duly crimped with crimping tool, PVC tape etc of 50 sqmmMakes:Dowels/Jainson/Comet
72
35
2535.84
... More
Supply and laying of 8 SWG GI wire(0.104Kgs/1Mtr) Earth wire/Strip in horizontal run in Ground including,revitting,soldering,saddles,making connection etc as required
43894
11
498635.84
... More
Supply and laying of 25mm x 6mm GI Flat (1.18Kgs/1Mtr) Earth Strip in horizontal run in Ground including, revitting,soldering,saddles,making connection etc as required
58
110
6392.18
... More
Clearing and grubbing road land / pavement layers including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm by mechanical means in areas of non thorny jungle(light jungle), removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 of MORTH (5th Revision) including Contractors profit and Overhead charges for finished items of work and as directed by Engineers-in-charge
32.14
38840
1248327.88
... More
Dismantling Bituminous layers of Flexible Pavement by Mechanical means and disposal of dismantled material upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately complete as per Technical Specification Clause 201 of MORTH (5th Revision) including Contractors profit and Overhead charges for finished items of work and as directed by Engineers-in-charge
2374.58
523
1242309.02
... More
Dismantling Granular Layers of Flexible Pavement by Mechanical means and disposal of dismantled material upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately complete as per Technical Specification Clause 201 of MORTH (5th Revision) including Contractors profit and Overhead charges for finished items of work and as directed by Engineers-in-charge
812.7
523
425180.26
... More
Dismantling of Kerb stone and disposal of dismantled material upto a lead of 1000 metres complete as per Technical Specification Clause 201 of MORTH (5th Revision) including Contractors profit and Overhead charges for finished items of work and as directed by Engineers-in-charge
1700
26
45441
... More
Dismantling of RCC / PSC structures by Mechanical means, including T&P and scaffolding wherever necessary, sorting the dismantled materail, disposal of unserviceble materail and stacking the serviceable material with all lifts and lead of 1000 meters complete as per MORTH Technical Specifications 202 (5th Revision) and as directed by the Engineer in Charge
161.2
2677
431645.24
... More
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 0-3m
27690.27
133
3704127.42
... More
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 3-6m (including Dewatering)
7000.05
160
1120358
... More
Vibrated cement concrete M 15 Grade Concrete as levelling coarse 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) mechanically mixed and compacted by vibration including curing for 14 days including cost, and conveyance of all materials to site and all labour charges ,centering, 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 approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MoRTH .Minimum quantity of 275 kg cement to be used per cum of concrete.
1053.17
5207
5484077.36
... More
Vibrated reinforced cement concrete M 30 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, 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 formwork and cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 ,2100 & 2200 (5th revision ) and as directed by the Engineer-in-Chargei) Drain Raft concrete M-30 grade including form work. Minimum quantity of 407 kg cement to be used per cum of concrete.
3001.29
5483
16457543.7
... More
Vibrated reinforced cement concrete M 30 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, 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 formwork and cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 ,2100 & 2200 (5th revision ) and as directed by the Engineer-in-Chargeii) Drain Side Walls concrete M-30 grade excluding formwork. Minimum quantity of 407 kg cement to be used per cum of concrete.
5427.55
5299
28763518.33
... More
Vibrated reinforced cement concrete M 30 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, 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 formwork and cost of steel and its fabrication charges for finished item as per MoRT&H specification 1500,1600,1700 ,2100 & 2200 (5th revision ) and as directed by the Engineer-in-Chargeiii) Drain Slab concrete M-30 grade including formwork. Minimum quantity of 407 kg cement to be used per cum of concrete.
2659.31
5825
15490746.68
... More
Form work for Drain side walls including cost & conveyance of all materials to site and labour charges, other incidental hire and operational charges of all T&P etc., complete as per approved drawings etc., complete and as directed by Engineer-in-charge
36818
568
20915569.44
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
611.88
91446
55953996.84
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH.
7474.9
236
1764599.64
... More
Supply and Laying of a geotextile 200 gsm between pitching and embankment slopes on which pitching is laid 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.
1437.84
189
272024.95
... More
Supply & Fixing of 20mm thick Compressible Fiber board joint filler in expansion joint complete as per drawing, Technical Specifications Section 2604 (5th Revision) and as directed by the Engineer in Charge
3347.8
696
2331608.79
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) and as per latest revisions and specifications and as directed by the Engineer - in - charge.
30344.31
446
13538417.35
... More
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames of H.D.-20 with 500mm dia. Clear opening with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking etc., as applicable.
797
2259
1801060.6
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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
72123.5
115
8303578.56
... More
Manufacture as per company’s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete
6570
188
1239102
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 / 40 kg laid dry complete as per drawing and technical specifications Clause 1301 MORD / 2503 MORTH
48.44
2089
101216.83
... More
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 MORTHa) 0.0 m To 3.0 m Depth
3228.82
133
431919.25
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
3055.81
446
1363380.19
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
2251.99
115
259271.61
... More
Vibrated reinforced cement concrete M 20 grade with batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed and compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MoRTH (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 347 kgs)Note : The rate shall be adjusted as per the approved design mix by the competent authority For Pipe Encasement
300.91
5022
1511236.22
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
12.04
91446
1101010.2
... More
Laying and Providing End caps for DI & MS crossing pipes using Socket Flanges and Blank Flange joints .Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) Excluding Transportation etc., complete and as directed by Engineer-in-chargeFor DI pipe crossings (500mm)
1510
169
256428.2
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.250 mm dia DI-K7 pipes
217.52
3521
765916.2
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.350 mm dia DI-K7 pipes
595.75
5783
3445484.38
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.450 mm dia DI-K7 pipes
2.66
8350
22211.11
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.500 mm dia DI-K7 pipes
298.91
9851
2944580.34
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.600 mm dia DI-K7 pipes
193.94
13240
2567945.96
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.600DI - K9 Pipes
454.39
15176
6895922.61
... More
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 , lowering carefully into trench and laying them true to alignment and gradient ((Reference to specifications. BIS No.3114/94) etc complete upto 500mm Dia
864.5
154
133150.29
... More
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 , lowering carefully into trench and laying them true to alignment and gradient ((Reference to specifications. BIS No.3114/94) etc complete Above 500mm Dia
984
169
167102.88
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge250 mm dia DI pipes
218
212
46403.48
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge350 mm dia DI pipes
596
345
205804.76
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge450 mm dia DI pipes
3
509
1529.43
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge500 mm dia DI pipes
299
594
177695.7
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge600 mm dia DI pipes
649
793
514968.52
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge 800 mm dia
49
1281
62781.25
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge250 mm dia DI pipes
40
266
10660
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge350 mm dia DI pipes
108
359
38843.28
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge450 mm dia DI pipes
1
445
445.57
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge500 mm dia DI pipes
54
483
26111.7
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge600 mm dia DI pipes
118
559
66024.54
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge800 mm dia DI pipes
9
1117
10061.64
... More
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.250 mm dia DI pipes
40
156
6271.6
... More
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.350 mm dia DI pipes
108
302
32639.76
... More
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.450 mm dia DI pipes
1
390
390.84
... More
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.500 mm dia DI pipes
54
543
29326.32
... More
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.600 mm dia DI pipes
118
686
80975.14
... More
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.800 mm dia DI pipes
9
1289
11605.77
... More
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.ii) 11.25º to 45º Bend250 mm dia DI pipes
2
156
313.58
... More
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.ii) 11.25º to 45º Bend350 mm dia DI pipes
4
302
1208.88
... More
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.ii) 11.25º to 45º Bend500 mm dia DI pipes
4
543
2172.32
... More
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.iii) 45º to 90º Bend250 mm dia DI pipes
4
156
627.16
... More
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.iii) 45º to 90º Bend350 mm dia DI pipes
2
302
604.44
... More
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.iii) 45º to 90º Bend600 mm dia DI pipes
6
686
4117.38
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network500 X 500 X 450 mm dia DI pipes
3
543
1629.24
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Reducers500 X 350 mm dia DI pipes
2
543
1086.16
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Reducers600 X 500 mm dia DI pipes
2
686
1372.46
... More
Supply, delivery, laying and jointing of Smooth Wall 40mm outer dia and 33mm inner dia Permanently Lubricated HDPE Telecom Duct with Silicore inner layer and 4mm PP Rope in 500mts Coil format confirming to TEC GR.No.TEC/GR/TX/CDS-008-03, March-2011 with Amdt. No.1, dt:25/28.03.2013 etc., complete and as directed by Engineer-in-charge
504
55
27720
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officers for PCC Bedding of Pipe Encasing, Valve Chambers & Thrustblocks
38.58
5036
194296.21
... More
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) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 403 kgs)Note : The rate shall be adjusted as per the approved design mix by the competent authority For Thrustblocks
118.24
5479
647862.97
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge. for Valve Chambers & Thrustblocks
1.64
91446
149971.49
... More
Providing fitting and fixing mild Flat size (0.15x0.01) and bar complete as per drawing and technical specifications Clause 1208.2MORD / 1900 & 2703 MORTH and as directed by Engineer-in-charge
603.05
1334
804752.13
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials250mm dia
11
4707
51777.77
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials350mm dia
11
7129
78422.74
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials450mm dia
11
10744
118190.27
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994)250mm dia
11
212
2341.46
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994)350mm dia
11
345
3798.41
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994)450mm dia
11
509
5607.91
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.)250mm dia
2
266
533
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.)350mm dia
2
359
719.32
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.)450mm dia
2
445
891.14
... More
Manufacture, Supplying and fitting Ductile Iron Double Chambered Restrained Joint fittings confirming to IS 9523 : 2000 (restrained joints are designed and tested as per ISO 10804) of Class K-12 (Alternative and to avoid concrete thrust blocks along with minimum length of Restrained joint DI pipes at bends) including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete Ductile Iron Double Chambered Restrained Joint
Fittings upto 500mm dia
500
366
183490
... More
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 MORTHa) 0.0 m To 3.0 m Depth
13065.26
133
1747739.83
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
13528.21
446
6035746.17
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
9753.6
115
1122931.97
... More
Vibrated reinforced cement concrete M 20 grade with batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed and compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MoRTH (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 347 kgs)Note : The rate shall be adjusted as per the approved design mix by the competent authority
72.87
5022
365969.17
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
2.91
91446
266107.95
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.100mm dia DI-K7 pipes
4385.5
1377
6039272.05
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.150mm dia DI-K7 pipes
1783.5
2000
3568587.32
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge.200mm dia DI-K7 pipes
868
2650
2300712.12
... More
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 , lowering carefully into trench and laying them true to alignment and gradient ((Reference to specifications. BIS No.3114/94) etc complete Below 500mm dia
606
154
93336.12
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge100mm dia DI pipes
4386
66
291800.58
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge150mm dia DI pipes
1784
108
193332.08
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge200mm dia DI pipes
868
157
136753.4
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge100mm dia DI pipes
797
179
143181.05
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge150mm dia DI pipes
324
217
70515.36
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge200mm dia DI pipes
158
236
37360.68
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network100mm dia DI pipes
797
79
63385.41
... More
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.150mm dia DI pipes
324
115
37548.36
... More
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.200mm dia DI pipes
158
139
22080.5
... More
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.iii) 45º to 90º Bend100mm dia DI pipes
4
79
318.12
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network100 X 100 X 80mm dia DI pipes
24
79
1908.72
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network100 X 100 X 100mm dia DI pipes
6
79
477.18
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network150 X 150 X 80mm dia DI pipes
3
115
347.67
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network150 X 150 X 100mm dia DI pipes
9
115
1043.01
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network150 X 150 X 150mm dia DI pipes
7
115
811.23
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Pipe Network200 X 200 X 200mm dia DI pipes
3
139
419.25
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Reducers100 X 80mm dia DI pipes
2
79
159.06
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Reducers150 X 80mm dia DI pipes
1
115
115.89
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Reducers150 X 100mm dia DI pipes
5
115
579.45
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking.For Reducers200 X 100mm dia DI pipes
1
139
139.75
... More
Manufacture, supply, & delivery of HDPE pipes grade PE 100 (10 kg/sqcm) conforming to IS 4984 - 1995 including transportation to any where in A.P. Outer Dia 50mm Dia HDPE Pipes
22785
115
2640553.65
... More
Manufacture, supply, & delivery of HDPE pipes grade PE 100 (10 kg/sqcm) conforming to IS 4984 - 1995 including transportation to any where in A.P. Outer Dia 75mm Dia HDPE Pipes
1332.5
269
358802.28
... More
Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure. 50mm Dia HDPE Pipes
22785
26
604030.35
... More
Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure. 75mm Dia HDPE Pipes
1333
27
37204.03
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.a) HDPE Tees75 mm
68
261
17769.08
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.e) HDPE Reducers75 x 90 mm Dia
25
232
5822.75
... More
Service connection using 1 No.of Composite Clamp Saddle for tapping from DI distribution mains shall be of wrap around design, wide skirt and wide straps support, which shall reinforce the pipe while providing excellent stability to the saddle. Non corrosive plastic body moulded with stainless steel threaded metal insert for tapping outlet and underneath projection to self interlock with DI/HDPE main pipe. Threading size and dimensions shall conform to IS: 554. The body shall have retaining cavity housing for internal and external retention of the elastomeric seal. Straps shall be made Engineering plastic SS 304, NC Rolled thread, tightening torque for 1/2" (M12) nut bolt 14-15Kg.m and for 5/8"(M16) nut bolt 21-23Kg.m (DI Main Pipe Sizes from 100mm to 250mm with Outlet Sizes of 1/2", 3/4",1" Outlets),1 No. of Regulating Brass Ferrule.(1/2",3/4",1"),2 No. of compression adaptor with one side compression end to suit ½” /3/4”/1” (20mm/25mm/32mm OD )PE80 Blue pipe and other side with female threaded off-take with SS-304 material inserts of sizes ½” /3/4”/1” BSP threads, Body , Nut and cap of Polypropylene , Clip ring of POM(Acetylic resin) and “O” ring of NBR material, as per ISO 17885 Standards with pressure rating PN 16.Double Compression elbow to suit 20mm/25mm/32mm OD PE80 Blue pipe, Body, Nut and cap of polypropylene, clip ring of POM (Acetylic resin) and “O” ring of NBR material, as per ISO 17885 Standards with pressure rating PN 16. PE80 Blue pipe of 4 meter length as per ISO4427 Rev1. for conveyance of potable water. the pressure rating 1/2" (20mm OD) will be PN16. Certificate for compliance of testing these fittings and pipe as per BS-6920 by designated Laboratories to be produced. inclusive of Transportation, installation cost, civil works such as earthwork excavation, refilling etc complete as directed by Engineer-incharge
755
1900
1434500
... More
Supply,delivery,laying and jointing of MDPE Blue Pipe 40mm as per ISO 4427 Rev 1. For conveyance of potable water .The pressure rating of 40mm will be 4kg/cm. Certificate for compliance of testing these fittings and pipe as per BS-6920 by designated laboratories to be produced etc., complete and as directed by Engineer-in-charge
45.43
95
4315.85
... More
Manufacture, supply, delivery, Laying & Jointing of 16mm PE flexible pipes including transportation etc., complete and as directed by Engineer-in-charge
71847
8
617884.2
... More
Manufacture, supply, delivery, Laying of 16mm Start Connector/takeoff including transportation etc., complete and as directed by Engineer-in-charge
1601
-
1120.7
... More
Manufacture, supply, delivery, Laying of 16mm End Cap including transportation etc., complete and as directed by Engineer-in-charge
1601
-
1120.7
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officersPCC for Thrust blocks & Valve Chambers
24.24
5036
122077.25
... More
Laying and Providing End caps for DI & MS crossing pipes using Socket Flanges and Blank Flange joints .Centrifugally cast (spun) Ductile Iron Fittings conforming to IS:9523/2000 having dimensions as per table. The rates mentioned are for fittings, zinc coated externally with inside mortar lining (with finishing as per class 13/IS 9523/2000) (ex-works) Excluding Transportation etc., complete and as directed by Engineer-in-chargeFor DI pipe crossings (500mm)
57
154
8779.14
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials.100mm Dia
11
1967
21645.91
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials.150mm Dia
11
2733
30069.38
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials .200mm Dia
11
3600
39605.06
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994)100mm Dia
11
66
731.83
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994)150mm Dia
11
108
1192.07
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994)200mm Dia
11
157
1733.05
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.)100mm Dia
2
179
359.3
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.)150mm Dia
2
217
435.28
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.)200
2
236
472.92
... More
Manufacture, Supplying and fitting Ductile Iron Double Chambered Restrained Joint fittings confirming to IS 9523 : 2000 (restrained joints are designed and tested as per ISO 10804) of Class K-12 (Alternative and to avoid concrete thrust blocks along with minimum length of Restrained joint DI pipes at bends) including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete Ductile Iron Double Chambered Restrained Joint
Fittings upto 500mm dia
500
366
183490
... More
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 MORTHa) 0.0 m To 3.0 m Depth
66161.73
133
8850454.62
... More
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 MORTHb) 3.0 m To 6.0 m Depth(including dewatering)
24303.64
160
3889797.58
... More
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 MORTHc) 6.0m(including dewatering)
2478.7
197
489989.42
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
12471.56
446
5564311.21
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officers PCC bedding for Power Conduit crossings
882.08
5036
4442322.48
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
13353.64
115
1537404.57
... More
Supply of the HDPE Electrical pipe conduits with permanent Lubricant inner layer with ribs , dimensional ratio of 13.5, deflection not greater than 5% when exposed to the normal operating temperature 90 degrees centigrade under the overburden soil pressure and other physical properties confirming to ASTMF 2160 and / or NEMA TC 7 ( The expected service life of HDPE Pipe conduit and accessories shall not be less than 50 years) including transportation225mm HDPE (silicore coated)
62853.5
3297
207234903.39
... More
Lowering Laying and jointing of 225mm HDPE electrical pipe conduits with silicore lubricant inner layer having ribs with Push fit coupler and as per drawing in ready made trenches true to alignment and gradient and maintain specified spacing with spacers (excluding cost of spacer ) including all materials labour charges and all other incidential charges etc complete for finished item of work as per drawing and as directed by the Engineer-in-Charge.
68034
133
9104990.22
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation.800mm Dia RCC NP4
124.72
8464
1055752.31
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation.1200mm Dia RCC NP4
6.25
14532
90826.75
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation.1600mm Dia RCC NP4
36.45
23187
845182.55
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 800mm Dia RCC NP4
208.72
648
135405.01
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 1200mm Dia RCC NP4
6.25
1192
7456
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 1600mm Dia RCC NP4
86.45
1715
148312.76
... More
Providing Spacers of Acrylonitrile Butadiene Styrene (ABS) material make with 10mm thk for HDPE Pipe conduits including placing, positioning at 1.5 mtr interval as directed by engineer-in-charge.Spacers For Power Duct FOR 225 MM DIA PIPE
34017
210
7143570
... More
Supply and Laying of Warning tape of 225 mm thick in excavated trenches in two layer ,one Yellow colour tape at 100 mm and 250mm width Below FRL and Red colour tape at 400 mm and as directed by engineer-in-charge.
10494.28
29
304334.12
... More
Supply & Placing of chequered Cement concrete heavy duty tiles confirming to IS 1380 using aggregate cement pigments of of 25 mm thick(any shade-300 x300 mm) set over base coat of cement mortar(1:6 ) 12 mm thick over cc bed already laid or RCC roof slab,including near cemnt slurry of honeylike consistency spread at the rate 3.3 kgs/sqm and jointed with need cement to full depth mixed with pigment of matching shade including cost of all materials like cement,sand,water and tiles etc ,complete finished item of work.
6192.16
1072
6642082.35
... More
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 MORTHa) 0.0 m To 3.0 m Depth
4227.38
133
565496.62
... More
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 MORTHb) 3.0 m To 6.0 m Depth (including dewatering)
4151.47
160
664442.77
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officers
136.82
5036
689051.52
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authoritya) Raft
363.7
5483
1994345.31
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityb) Walls 300 mm thick
1107.44
9086
10062986.12
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityb) Walls 200 mm thick
91.31
10980
1002610.28
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityb) Walls 250 mm thick
201.38
9844
1982363.69
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityb) Walls 350 mm thick
43.09
8545
368235.92
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityc) Slab
301.49
5825
1756209.4
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
421.64
446
188118.9
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
347.89
91446
31813159.38
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
8157.66
115
939191.4
... More
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery and Fixing of Heavy Duty manhole covers and frames - 24x24 HD 20 with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking at site etc., complete
150
2147
322098
... More
Manufacture as per company’s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete .
2740
188
516764
... More
Manufacture, supply,delivery and fixing of GI Electrode of 40mm Dia and 3m Length and transportation anywhere in Andhra Pradesh, excluding GST.
135
540
72955.35
... More
Providing and Supply of FRP Gratings of 38x38mm mesh with 7/5mm rib of 38mm thick including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete .
16.2
2447
39641.4
... More
Manufacture supply Fabrication and fixing of fixing of ISA 50x50x6 for manholes Grating including anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work including one coat of primer etc, complete.
486
107
52453.98
... More
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 MORTH0.0 m To 3.0 m Depth
7052.1
133
943359.42
... More
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 MORTH3.0 m To 6.0 m Depth(including dewatering)
5162.1
160
826194.11
... More
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 MORTH6.0m(including dewatering)
4455.53
197
880769.17
... More
Refilling with sand as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH and as directed by the Engineer - in - charge.
15061.96
446
6720044.07
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
395.33
446
176380.43
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officers
37.84
5036
190569.43
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authoritya) Raft
183.39
5483
1005617.23
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authority b) RCC Duct wall-300 mm thick
84.98
5299
450354.91
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authority c) RCC Duct wall-425 mm thick
136.13
5299
721426.38
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityg) Slab
124.04
5825
722545.4
... More
Form work for Drain side walls including cost & conveyance of all materials to site and labour charges, other incidental hire and operational charges of all T&P etc., complete as per approved drawings etc., complete and as directed by Engineer-in-charge
1180
568
670334.4
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
29.24
91446
2673881.92
... More
Providing fitting and fixing mild steel plate size (0.15x0.01) and bar including one coat of primer complete as per drawing and technical specifications Clause 1208.2MORD / 1900 & 2703 MORTH and as directed by Engineer-in-charge
477.8
1334
637609.77
... More
Providing fitting and fixing of mild steel plate 16 mm M.S.Rod welded to M.S.Flat @800 c/c and bar including one coat of primer complete as per drawing and technical specifications Clause 1208.2MORD / 1900 & 2703 MORTH and as directed by Engineer-in-charge.
5.56
178
994.52
... More
Providing and Supply of FRP Gratings of 38x38mm mesh with 7/5mm rib of 38mm thick including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete .
40.74
2447
99690.78
... More
Supply, fabricating , installing structural steel with MS Channels, Angles, Flats, Rods, including one coat of primer etc complete as per Drawing
2592.56
107
279815
... More
Supply of PVC Water Stopper 310mm wide to be provided at end of crossing etc., complete and as directed by Engineer-in-charge
403.08
519
209287.2
... More
Supply of Polysheet of 125m micron thick to cover PVC water stopper etc., complete and as directed by Engineer-in-charge
70.83
17
1227.48
... More
Brick Masonry in CM (1:4) with Modular Bricks 19 x 9 x 9 cms 2nd class complete excluding pointing and plastering as per drawig and technical specifications clauses 600,1202 & 1203 MORD/1300 MORTH including cost and conveyance of materials to site with all leads & lifts , all other incidental and operational charges etc., complete and as directed by the Engineer-in-charge
6.65
9118
60636.56
... More
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 MORTHa) 0.0 m To 3.0 m Depth
372.11
133
49777.15
... More
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 MORTHb) 3.0 m To 6.0 m Depth(including dewatering)
117.46
160
18799.47
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
522.74
446
233225.68
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
30.99
5036
156071.53
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
596.62
115
68688.86
... More
Brick Masonry in CM (1:4) with Modular Bricks 19 x 9 x 9 cms 2nd class complete excluding pointing and plastering as per drawig and technical specifications clauses 600,1202 & 1203 MORD/1300 MORTH including cost and conveyance of materials to site with all leads & lifts , all other incidental and operational charges etc., complete and as directed by the Engineer-in-charge
2.15
9118
19604.3
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation.400mm dia RCC NP4
5.55
2795
15516.91
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 400mm dia RCC NP4
180.55
335
60605.22
... More
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 MORTHa) 0.0 m To 3.0 m Depth
3636
133
486387.72
... More
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 MORTHb) 3.0 m To 6.0 m Depth(including dewatering)
510.16
160
81651.11
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
1300.45
446
580208.77
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
1420.58
115
163551.38
... More
Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P .200mm DWC pipe
174.3
602
104956.49
... More
Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line).200mm DWC pipe
487.25
137
66982.26
... More
Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P .300mm DWC pipe
229.5
1272
292036.46
... More
Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line).300mm DWC pipe
229.05
286
65579.31
... More
Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P .400mm DWC pipe
556
2124
1181277.6
... More
Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line).400mm DWC pipe
555.95
516
287398.35
... More
Providing and constructing of precast RCC circular manhole of grade M-30,Type- A ,900 mm internal diameter according to drawing, fixing (slant portion of 0.64 m and raft 0.3 m) with cover and frame (heavy duty, 24x24 HD-20 grade designation), total weight of cover and frame to be not less than 182 kg, Plastering with SRC cement motor 1:3 including centering shuttering and HYSD FE500 all complete as per standard design and as directed by Engineer in charge.
3
18410
55232.46
... More
Wall Extra Depth for every 1.0 m depth beyond 0.64 m and inling with SRC cement motor of 1:3. With Wall thickness 150mm including Reinforcement HYSD FE500 & Centering for Type-A
2.16
10547
22783.59
... More
Supply and placing of Plain Cement concrete M15 nominal mix prop (Cement : fine aggregate: coarse aggregate ) using 40mm guage hard granite machine crushed metal including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawing, technical specifications standard design and as directed by Engineer in charge. (If quantity of cement increase/decrease the rate will be deducted as per design mix) PCC - M15 For Benching for Type-A
0.89
5207
4634.42
... More
Providing and constructing of precast RCC circular manhole of grade M-30,Type- B, 1200mm internal diameter according to drawing, fixing (Slant portion of 1.15m and raft0.3m) with cover and frame (heavy duty 24x24 HD-20 grade designation) 560 mm internal diameter, total weight of cover and frame to be not less than 182 kg. Plastering with SRC cement motor 1:3 including centering shuttering and Reinforcement HYSD FE 500all complete as per standard design and as directed by Engineer in charge
12
29906
358874.64
... More
Wall Extra Depth for every 1.0 m depth beyond 1.15 m and inling with SRC cement motor of 1:3.With Wall thickness 150mm including Reinforcement HYSD FE500 & Centering for Type-B
16.64
16240
270237.93
... More
Supply and placing of Plain Cement concrete M15 nominal mix prop (Cement : fine aggregate: coarse aggregate ) using 40mm guage hard granite machine crushed metal including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawing, technical specifications standard design and as directed by Engineer in charge. (If quantity of cement increase/decrease the rate will be deducted as per design mix) PCC - M15 For Benching for Type-B
7.05
5207
36710.83
... More
Providing and constructing of precast RCC circular manhole of grade M-30,Type- C, 1500 mm internal diameter according to drawing, fixing (Slant portion of 1.5 m and raft 0.33 m) with cover and frame (heavy duty, 24x24 HD-20 grade designation), total weight of cover and frame to be not less than 182 kg. Plastering with SRC cement motor 1:3 including centering shuttering and Steel Reinforcement HYSD Steel FE 500 all complete as per standard design and as directed by Engineer in charge.
14
43569
609970.48
... More
Wall Extra Depth for every 1.0 m depth beyond 1.5 m and inling with SRC cement motor of 1:3.With Wall thickness 200mm including Reinforcement HYSD FE500 & Centering for Type-C
21.9
23649
517929.31
... More
Supply and placing of Plain Cement concrete M15 nominal mix prop (Cement : fine aggregate: coarse aggregate ) using 40mm guage hard granite machine crushed metal including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawing, technical specifications standard design and as directed by Engineer in charge. (If quantity of cement increase/decrease the rate will be deducted as per design mix) PCC - M15 For Benching for Type-C
13.79
5207
71807.43
... More
Providing and constructing M-30 RCC circular manhole of grade M-30,Type- D , 1800 mm internal diameter according to drawing, fixing (Slant portion of 2 m and raft 0.4 m) with cover and frame (heavy duty,24x24 HD-20 grade designation) , total weight of cover and frame to be not less than 182 kg. Plastering with SRC cement motor 1:3 including centering shuttering and Steel Reinforcement HYSD FE 500 all complete as per standard design and as directed by Engineer in charge.
1
63383
63383.18
... More
Wall Extra Depth for every 1.0 m depth beyond 2 m and inling with SRC cement motor of 1:3.With Wall thickness 200mm including Reinforcement HYSD FE500 & Centering for Type-D
3.54
30437
107750.02
... More
Supply and placing of Plain Cement concrete M15 nominal mix prop (Cement : fine aggregate: coarse aggregate ) using 40mm guage hard granite machine crushed metal including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawing, technical specifications standard design and as directed by Engineer in charge. (If quantity of cement increase/decrease the rate will be deducted as per design mix) PCC - M15 For Benching for Type-D
1.6
5207
8331.54
... More
Manufacture as per company’s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc.
202
188
38097.2
... More
Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased allround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications
150 mm dia sand cast iron drop connectionFor depths up to 60 cm
14
15841
221774.98
... More
Providing sand cast iron drop connection externally for 60 cm drop from branch sewer line to main sewer manhole including inspection and cleaning eye with chain and lid, sand cast iron drop pipe and bend encased allround with cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) with all centering and shuttering required, cutting holes in walls and making good with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1 cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making required channels complete as per standard design and specifications
150 mm dia sand cast iron drop connectionExtra for depths beyond 60 cm of sand cast iron drop connection complete
11.34
4139
46939.89
... More
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 MORTHa) 0.0 m To 3.0 m Depth
7299.19
133
976412.65
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
4461.15
446
1990386.68
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officersFor PCC Bedding
125.98
5036
634459.22
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
4587.13
115
528116.28
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation.600mm Dia RCC NP4
280.34
4776
1339119.7
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 600mm Dia RCC NP4
280.34
456
128039.69
... More
Supply and Transportation for OD 160mm DWC pipe double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part - II.
Makes: As per lis of recommended brans as directed by the Engineer-in-charge. DURA LINE (Dura Guard)/Precision/CPE or any ISI approved make having ISI mark.160
28480.76
529
15079138.38
... More
Lowering& Jointing of double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II. Makes: DURA LINE (Dura Guard)/Precision/CPE or any ISI approved make .For Outer dia 160 mm and Inner dia 136 mm
28480.76
21
601513.65
... More
Providing of 7 way ( Multi duct for ICT) with permanent Lubricant inner layer with ribs , dimensional ratio of 13.5, deflection not greater than 5% when exposed to the normal operating temperature 90 degrees centigrade under the overburden soil pressure and other physical properties confirming to ASTMF 2160 and / or NEMA TC 7 ( The expected service life of HDPE Pipe conduit and accessories shall not be less than 50 years) including transportation
36240.58
1085
39321754.11
... More
Laying and Jointing of 7 Way 40mm Multi Duct in ready made trenches true to alignment and gradient with push fit coupler including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials etc, complete and as directed by Engineer-in-charge
51339.58
40
2086440.53
... More
Providing Spacers of Acrylonitrile Butadiene Styrene (ABS) material make with 10mm thk for HDPE Pipe conduits including placing, positioning at 1.5 mtr interval as directed by engineer-in-charge.Spacers for ICT : DWC- 4 & 7 Way-7
4427
2030
8986810
... More
Providing Spacers of Acrylonitrile Butadiene Styrene (ABS) material make with 10mm thk for HDPE Pipe conduits including placing, positioning at 1.5 mtr interval as directed by engineer-in-charge.Spacers for ICT : DWC- 3 & 7 Way-6
88
1650
145200
... More
Providing Spacers of Acrylonitrile Butadiene Styrene (ABS) material make with 10mm thk for HDPE Pipe conduits including placing, positioning at 1.5 mtr interval as directed by engineer-in-charge.Spacers for ICT : DWC- 3 & 7 Way-5
84
1480
124320
... More
Supply and Laying of Warning tape of 225 mm thick in excavated trenches in two layer ,one Yellow colour tape at 100 mm and 250mm width Below FRL and Red colour tape at 400 mm and as directed by engineer-in-charge.
14942.04
29
433319.16
... More
Supply & Placing of chequered Cement concrete heavy duty tiles confirming to IS 1380 using aggregate cement pigments of of 25 mm thick(any shade-300 x300 mm) set over base coat of cement mortar(1:6 ) 12 mm thick over cc bed already laid or RCC roof slab,including near cemnt slurry of honeylike consistency spread at the rate 3.3 kgs/sqm and jointed with need cement to full depth mixed with pigment of matching shade including cost of all materials like cement,sand,water and tiles etc ,complete finished item of work.
6254.88
1072
6709359.58
... More
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 MORTHa) 0.0 m To 3.0 m Depth
2549.4
133
341033.24
... More
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 MORTHb) 3.0 m To 6.0 m Depth(including dewatering)
3633
160
581461.65
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm hard granite machine crushed metal mechanically mixed , compacted by vibration including curing for 14 days including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete as per drawings and technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MORTH and directed by the departmental officers
54.28
5036
273378.98
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authoritya) Raft
233.75
5483
1281765.79
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityb) Walls 250mm thcik
706.3
9844
6952916.08
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authorityb) Slab
95.53
5825
556471.8
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
269.19
446
120101.81
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
82.85
91446
7576303.59
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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 Engineer-in-charge
3423.14
115
394106.11
... More
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery and Fixing of Heavy Duty manhole covers and frames - 24x24 HD 20 with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking at site etc., complete
86
2147
184669.52
... More
Manufacture as per company’s standard specification supply and delivery of encapsulated plastic steps for man holes anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete .
1966
188
370787.6
... More
Providing and Supply of FRP Gratings of 38x38mm mesh with 7/5mm rib of 38mm thick including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete.
30.96
2447
75759.12
... More
Providing and Fixing of ISA 50x50x6mm for man holes anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work including one coat of primer etc, complete.
928.8
107
100245.38
... More
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 MORTHUpto 3m
11062.8
133
1479870.76
... More
Providing & laying Sand bedding in foundations & filling in trenches as per drawing including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge.
2765.7
446
1233944.71
... More
Supply, delivery, laying and jointing of Smooth Wall 40mm outer dia and 33mm inner dia Permanently Lubricated HDPE Telecom Duct with Silicore inner layer and 4mm PP Rope in 500mts Coil format confirming to TEC GR.No.TEC/GR/TX/CDS-008-03, March-2011 with Amdt. No.1, dt:25/28.03.2013 etc., complete and as directed by Engineer-in-charge40 mm OD HDPE pipe
140480
55
7726400
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation.300 mm RCC NP4 pipe
5112
1881
9615672
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 etc., complete and as directed by Engineer-in-charge300 mm RCC NP4 pipe
5112
262
1341082.08
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm guage hard granite machine crushed metal including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete for levelling course as directed by the departmental officers
2.19
5036
11029.26
... More
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) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 403 kgs)Note : The rate shall be adjusted as per the approved design mix by the competent authority
7.29
5479
39943.51
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
0.44
91446
40236.25
... More
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery and Fixing of Heavy Duty manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking at site.HD.20 24x24
72
2147
154607.04
... More
Providing and applying Black Bitumen coating outside of Ductile iron Pipes including all material, labour and machinery etc., complete, with freight charges, inspection charges, transportation, etc. complete including all labour, materials and ROU/ROW as per specification and to the satisfaction of Engineer-in-charge.800mm dia
123.77
171
21164.67
... More
Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from box drain / covered nikashi etc. by mathor labour after removing concrete slab / manhole cover etc. without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc. by using iron pans, buckets including all labour, tools & plants including expulsion of impure / inflammable / asphyxiating gases from the drains etc. and removing the spoils in dry condition and disposing the same by truck beyond the area of Municipal Corporation / Municipality / Notified Area Authority / Industrial Township Authority etc. for such disposal including the cost of loading, unloading, transportation and making arrangement of necessary land for disposal, spreading and leveling as necessary etc. and cleaning the road side in all respects, complete as per direction of the Engineer- in-Charge. (Land for disposal to bearranged by the contractor).Power MV Manholes & Power Duct
500
882
441290
... More
Demolition of RCC Work including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead
500
3948
1974260
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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
500
115
57565
... More
Supply of the HDPE Electrical pipe conduits with permanent Lubricant inner layer with ribs , dimensional ratio of 13.5, deflection not greater than 5% when exposed to the normal operating temperature 90 degrees centigrade under the overburden soil pressure and other physical properties confirming to ASTMF 2160 and / or NEMA TC 7 ( The expected service life of HDPE Pipe conduit and accessories shall not be less than 50 years) including transportation225
1036
3297
3415805.96
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 10mm Dia Bars
500
5
2800
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 12mm Dia Bars
500
7
3735
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 16mm Dia Bars
500
9
4670
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 20mm Dia Bars
500
11
5605
... More
Specialised Injection Grouting with Cement and Free Flow Additives includes Drilling of holes with power drilling machine to the required depth [12mm to 14mm dia holes], Fixing of Rubber Nozzles with cement and quick setting, Rapid hardening compound putty - Rapidstrong qs or equivalent.Grouting of holes with 140 PSI Grout pump with cement slurry mixing with Specialized Free flow, Non-shrink Grout additive - 250 Grams per bag of 50 Kgs Cement add required water to make slurry form.After completion of grouting, Remove the Rubber nozzles e]. Later sealing of the hole with polymer cement putty .
100
196
19655
... More
Ultrasonic Pulse Velocity Tests Conducting Ultrasonic Pulse Velocity Tests on the Concrete Slab for retrofitting works including cost of labour,material etc complete as directed by the Engineering in-charge
100
600
60000
... More
Rebound Hammer Test Conducting Rebound Hammer Test the concrete Surface for retrofitting works including cost of labour,material etc complete as directed by the Engineering in-charge
100
500
50000
... More
Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from box drain / covered nikashi etc. by mathor labour after removing concrete slab / manhole cover etc. without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc. by using iron pans, buckets including all labour, tools & plants including expulsion of impure / inflammable / asphyxiating gases from the drains etc. and removing the spoils in dry condition and disposing the same by truck beyond the area of Municipal Corporation / Municipality / Notified Area Authority / Industrial Township Authority etc. for such disposal including the cost of loading, unloading, transportation and making arrangement of necessary land for disposal, spreading and leveling as necessary etc. and cleaning the road side in all respects, complete as per direction of the Engineer- in-Charge. (Land for disposal to bearranged by the contractor).Storm Water Drains
1000
882
882580
... More
Demolition of RCC Work including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead
500
3948
1974260
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 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
500
115
57565
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 10mm Dia Bars
500
5
2800
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 12mm Dia Bars
500
7
3735
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 16mm Dia Bars
500
9
4670
... More
Cleaning of reinforcement from rust from the reinforcement bars to give it as total rust free steel surface by using alkaline rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry,all complete as per direction of Engineer in charge 20mm Dia Bars
500
11
5605
... More
Specialised Injection Grouting with Cement and Free Flow Additives includes Drilling of holes with power drilling machine to the required depth [12mm to 14mm dia holes], Fixing of Rubber Nozzles with cement and quick setting, Rapid hardening compound putty - Rapidstrong qs or equivalent.Grouting of holes with 140 PSI Grout pump with cement slurry mixing with Specialized Free flow, Non-shrink Grout additive - 250 Grams per bag of 50 Kgs Cement add required water to make slurry form.After completion of grouting, Remove the Rubber nozzles e]. Later sealing of the hole with polymer cement putty .
100
196
19655
... More
Ultrasonic Pulse Velocity Tests Conducting Ultrasonic Pulse Velocity Tests on the Concrete Slab for retrofitting works including cost of labour,material etc complete as directed by the Engineering in-charge
100
600
60000
... More
Rebound Hammer Test Conducting Rebound Hammer Test the concrete Surface for retrofitting works including cost of labour,material etc complete as directed by the Engineering in-charge
100
500
50000
... More
Retrofitting of Existing 7 Way Multiduct Path Sheeting with Anti termite & Copper Tracer Wire (40/34.2mm Three Layer sub duct, inner ribbed) inclusive Inward and Outward Transportation, The rectification i.e Re-Bundling 7-Way HDPE Multiway Duct wrapping by extrusion process with 100% virgin grade 1.20 mm Anti-Termite PE Sheathing and Tracer Wire with Sheathing 1.20 mm ± 0.20 mm materials as per standard specifications and confirming to relevant IS codes including cost, conveyance of all materials,machinery,labor charges etc complete and as directed by the department officer incharge
15099
290
4378710
... More
Supply, of 7- Way 40mm Multi Ducts with Silicore Lubricant inner layer for ICT fibre cables comforming to ASTMF 2160 and /or equivalent indian standard as per drawings and technical specifications and as directed by the Engineer - in - charge.
3019.8
1085
3276543.4
... More
Bailing out water from the pipe line trenches with Electric Driven pump set including hire charges, current charges and wages for Driver.Considering 10 Hp Motor
1000
411
411390
... More
Bailing out water from the pipe line trenches with Electric Driven pump set including hire charges, current charges and wages for Driver.Considering 20 Hp Motor
1000
540
540790
... More
Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper.Considering 10 Hp Motor
1000
676
676480
... More
Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper.Considering 20 Hp Motor
1000
1009
1009080
... More
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) Excluding Transportation .
Mechanical Joints Upto 300 mm dia.
1000
154
154020
... More
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) Excluding Transportation .
Mechanical Joints Above 300 mm dia.
1000
169
169820
... More
Earthwork in excavation as per technical specifications Clause 305.1 including setting out, 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 MORTHa) 0.0 m To 3.0 m Depth Earthwork for Temporary Channel Dewatering
12000
133
1605240
... More
Providing & laying Sand filling in trenches including cost and conveyance of materials to site with all leads & lifts including watering, tamping, raming all other incidental and operational charges etc., complete as per technical specification Clause 305.3.9 MORD & 304 MORTH (5th Revision) or as per latest revisions and specifications and as directed by the Engineer - in - charge. Replacement of Sand for stabilization on Loose Soil
2000
446
892320
... More
Environmental and Social Management Plan as per Standard norms and guidelines including cost of all materials, machinery, labour, all operations for finished item of work, as directed by Engineer in Charge
1
18215051
18215051.87
... More
Arrangement of transportation facility by four wheeler for purpose of site inspection and official use of the departmental officers and Engineers during execution period including fuel, maintenance charges & driver charges and the vehicle for not less than 3500 Km per Month and the vehicle should not be older than 5 years.
24
45000
1080000
Evaluation Notes How It Works ?
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