Amaravati Development Corporation Limited Tender
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Amaravati Development Corporation Limited - ADCL Tender
Bridge Construction
Civil And Construction
Road Construction
Drainage Work
Water Storage And Supply
Furnitures and Fixtures
Opening Date14 Feb 2025
Closing Date3 Mar 2025
Tender Amount₹ 1,50,38,13,722
Costs
EMD
₹ 1,50,38,137Document Cost
Refer DocumentsTender Fee
₹ 20,000
Summary
Construction Of Balance Smart Trunk Infrastructure With Roads, Storm Water Drains, Water Supply Network,
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
786078Tender No
316/ADCL/IPD/2024-25Tender Authority
Amaravati Development Corporation Limited ViewPurchaser Address
-Website
http://http://ccdmc.co.in/
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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.
69798.84
1425
99471722.86
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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
7672.01
381
2926564.93
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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
7672.01
1989
15262543.25
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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.
37079.72
2139
79319824.63
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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.
25643.11
2933
75234576.86
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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).
186660.65
77
14440067.88
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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.
37714.6
16
623045.19
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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.
279521.44
15
4279473.25
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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)
16072.48
9929
159587029.14
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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
6988.04
11084
77460326.99
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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
36498
193
7076232.24
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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
664
153
102076.72
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Earthwork excavation in soils up to SDR by mechanical means (3 to 6m) 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
316
175
55518.04
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Earthwork excavation in Ordinary rock by mechanical means (0-3m) 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
35
193
6759.9
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Providing and constructing filter media behind bridge abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications Clause 305 and 2504 (5th Revision).-For Bridges
100
2461
246119
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Providing and constructing Back Fill behind bridge abutments, wing walls, retaining walls and return walls with selected granular material of approved quality complete as per drawings and Technical Specifications Clause 304 and 305 (5th Revision).-For Bridges
200
1933
386624
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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
27
6650
179559.99
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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, 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 & 2100 (5th revision ) and as directed by the Engineer-in-Charge for Foundation.minimum quantity of 407 kg cement to be used per cum of concrete.-For Bridges
194
6532
1267266.2
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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
158
7039
1112258.38
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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 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 407 kg cement to be used per cum of concrete.-For Bridges
150
6939
1040961
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Vibrated reinforced cement concrete M 40 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 430 kg cement to be used per cum of concrete.-For Bridges
35
7091
248209.85
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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
305
8194
2499249.3
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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
2008
16358
32848691.28
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Providing & Constructing Cast in situ Post Tensioned Concrete "Box" girders using M35 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 422 kg cement to be used per cum of concrete.-For Bridges
3136
9467
29689515.52
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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, 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 465 kg cement to be used per cum of concrete for RCC M45.-For Bridges
1517
8402
12746895.9
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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
54
6650
359119.98
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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
110
12186
1340501.8
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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
5985
1413
8457523.2
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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
1033
4489
4637891.09
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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
1089
4338
4725018.54
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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
439
6000
2634000
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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
270
2383
643528.8
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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
216
79166
17100000.72
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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
28.8
80
2324.16
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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
20.9
92709
1937629.8
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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
732.5
95669
70077930.73
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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
100.3
142075
14250147.58
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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
4
40
161.44
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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
2184
152
333780.72
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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
18
202
3639.06
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Providing, laying and fixing of HDPE pipe of 150mm dia complete as per Drawing, Technical Specifications and as directed by the Engineer in Charge.-For Bridges
1089
656
715004.73
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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.
812
11613
9429934.64
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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
37598.8
293
11050287.32
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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
12166
482
5875204.72
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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
21205.65
131
2785150.07
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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
36498
760
27743224.74
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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
5446.4
560
3049984
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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
594
560
332640
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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.
4
8236
32944
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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.
20
29525
590500
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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
40
2596
103851.6
... 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.
4
6958
27832
... 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.
4
10231
40924
... 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
10
3036
30368.9
... 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.
10
6958
69580
... 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.
21
2048
43008
... 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.
8
4438
35504
... 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.,
44
1021
44924
... 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.
6796
336
2283456
... 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
27764
3
88289.52
... 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. Central median plantation @ 5 mtr c/c 1262 nos
1262
1
2296.84
... More
Earth work excavation for foundations Digging of pits for plant in ordinary soils 0.90x0.90x0.90 mtr. Tall Plants.
1262
155
195610
... 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
1262
427
539505
... 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 mtr. Tall Plants
1262
49
61913.72
... 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
1262
48
60967.22
... More
Transport of 21''x21'' size bag plants from Nursery to Plantation site including loading and unloading 10 km lead
1262
31
39576.32
... More
Internal transportation of larger bag size 21''x21'' for 100 no. of plants
1262
16
21075.4
... More
Planting of bag plants 21''x21'' size @ 5145.61/100 no.
1262
51
64942.52
... More
Hedge / shrub planting: Digging the trench of size 0.3 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. (* 10 No./Sqm of plants & bag size shall be arrived based on the spacing 0.3 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)
26502
537
14255690.82
... More
Provision for Transportation of 21" x 21" bag size (30 kg/bag) 1262 Nos
37.86
1000
37860
... More
Provision for Transportation of 7" x 8" bag size (2 kg/bag) 265020 Nos
530.04
1000
530040
... More
Cost of Tripleries (21"x21")/Equivalent
1262
1150
1451300
... More
Cost of Tecomeria Capensis (7"x8") /Equivalent
265020
35
9275700
... 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 1262 Nos x 4 = 5048 Nos)
5048
6
34831.2
... 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 26502 Sqm x 4 = 106008 Sqm )
106008
6
675270.96
... More
Hire charges of tractor mounted water tanker for filling sump by 5000 ltrscapacity tanker(150 waterings for oneyear ie. @ 5litres per sqm/plantper each time)and it including·all operational, incidental,labourcharges,requiredtools,overheads&contractors profit complete for finished item of work.
4165
691
2878806.35
... More
watch and ward 3 member per month for 12 months = 36 member
36
15000
540000
... 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 ( 27764 Sqm x 4 x 20 gms)/1000/50 = 44 Bags )
44
1800
79200
... 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.
203
8908
1808435.65
... 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.
812
6613
5370186.36
... 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.
16
8482
135720
... 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 2 Mtr Length double Arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers).Make for Pole :Bajaj /Valmont /Laasma/ Transrail/Utkarsh/Skipper/Consoul /Surya/Vakrangee/Lysaght Pole
219
37162
8138550.27
... 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
812
39600
32155200
... 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
422
17868
7540481.68
... 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
16
5772
92367.84
... 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).
1250
339
423925
... 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).
7
39118
273830.2
... 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
8
46300
370400
... 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
9535
171
1635538.55
... 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
7186
259
1862251.9
... 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
15414
225
3469228.98
... 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
800
377
301848
... 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
140
489
68570.6
... 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
23400
174
4094298
... More
Earth work excavation of Trench of size in all types of soils for covering of UG cables/HDPE pipe and refilling of Trench.
4212
395
1665340.56
... 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.
15
4763
71457.6
... 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.
10000
13
136300
... 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
120
27
3272.4
... 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
56
35
1972.32
... 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
23400
11
265824
... 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
30
110
3306.3
... 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
17.72
38840
688250.47
... 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
6878.58
523
3598666.7
... 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
27320.7
523
14293370.62
... 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
7495
26
200341.35
... More
Dismantling of Kerb stone channel 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
7495
40
300549.5
... 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
390
14
5725.2
... 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 .
111
196
21817.05
... More
Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement for repair works in reinforced concrete structures complete as per drawing, Technical Specifications Section 1600 (5th Revision) and as directed by the Engineer in Charge
0.69
79446
54817.95
... 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
1011.84
133
135353.84
... 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
9923.02
160
1588179.35
... 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.
398.53
5356
2134833.55
... 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) mechanically mixed , compacted by vibration including curing for 14 days 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 and excluding cost of steel and its fabrication charges for finished item per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH 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.
1066.09
5638
6010690.05
... 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) mechanically mixed , compacted by vibration including curing for 14 days 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 and excluding cost of steel and its fabrication charges for finished item per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH 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.
2783.63
5448
15167721.51
... 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) mechanically mixed , compacted by vibration including curing for 14 days 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 and excluding cost of steel and its fabrication charges for finished item per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH 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.
1738.18
5989
10410637.91
... 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
63415.98
568
36025349.92
... 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.
524.76
91446
47987218.7
... 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.
5788
236
1367762.28
... More
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.
2061.36
189
389988.7
... 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
405.12
696
282149.88
... 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.
13376.48
585
7834604.34
... 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.
598
2259
1351360.4
... 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
65878.68
115
7584612.43
... 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
5296
188
998825.6
... 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
61.24
2205
135081.97
... 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 a) 0.0 m To 3.0 m Depth
307.27
133
41103.51
... 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.
661.19
585
387258.98
... 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
230.46
115
26532.86
... 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-ChargeFor Pipe Encasement
173.83
5177
900011.78
... 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 including sales and other taxes on all materials etc., complete and as directed by the Engineer in Charge.
6.95
91446
635549.91
... More
Manufacture, supply and delivery of M.S Spirally Welded Pipes conforming to IS: 3589/2001 including in lining with cement mortar (1:2) 15mm thick using 4 numbers of 6mm dia. M.S. Rings at each end of the pipe and out coating with cement mortar (1:3) 30mm thick by short crating or guniting duly providing wire mesh of size 50x50x3mm including cost of all materials, labor charges, transportation to anywhere in AP including Laying, Jointing, Hydrostatic Filed Test Pressure, Including Cost of Site Welding, Jointing Materials And Cost of Transportation of Water Including Emptying Pipe Line After Completion Of Field Testing For Crossings1900 mm dia MS pipes at Crossings 16 mm thick
50
69600
3480027.5
... 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
50
55
2750
... 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
13.65
5191
70864.25
... 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
314.3
133
42043.91
... 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.
7712.85
585
4517416.25
... 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
235.73
115
27139.59
... 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 For Pipe Encasement
107.03
5177
554152.11
... 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 including sales and other taxes on all materials etc., complete and as directed by the Engineer in Charge.
4.28
91446
391490.51
... 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 .DI - K7 Pipes100mm Dia
569
1377
783569.9
... 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 .DI - K7 Pipes150mm Dia
2012.71
2000
4027211.31
... 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 .DI - K7 Pipes200mm Dia
69
2650
182890.71
... 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 .DI - K7 Pipes250mm Dia
69
3521
242957.97
... 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 .DI - K7 Pipes300mm Dia
103.5
4542
470110.46
... 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 .DI - K7 Pipes350mm Dia
120
5783
694012.8
... 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 .DI - K7 Pipes400mm Dia
2197
6906
15174393.39
... 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
7779
154
1198121.58
... 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)For Pipes100mm Dia
569
66
37855.57
... 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)For Pipes150mm Dia
2012.71
108
218117.38
... 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)For Pipes200mm Dia
69
157
10870.95
... 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)For Pipes250mm Dia
69
212
14687.34
... 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)For Pipes300mm Dia
103.5
275
28494.59
... 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)For Pipes350mm Dia
120
345
41437.2
... 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)For Pipes400mm Dia
2197
421
925881.71
... 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.)For Pipe Network100mm Dia
103
179
18503.95
... 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.)For Pipe Network150mm Dia
366
217
79656.24
... 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.)200mm Dia
13
236
3073.98
... 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.)For Pipe Network250mm Dia
13
266
3464.5
... 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.)For Pipe Network300mm Dia
19
303
5760.8
... 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.)For Pipe Network350mm Dia
22
359
7912.52
... 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.)For Pipe Network400mm Dia
399
388
154975.59
... 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
103
79
8191.59
... 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 Network150mm Dia
366
115
42415.74
... 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 Network200mm Dia
13
139
1816.75
... 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.250mm dia
13
156
2038.27
... 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 Network300mm Dia
19
238
4533.21
... 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 Network350mm Dia
22
302
6648.84
... 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.For Pipe Network400mm Dia
399
334
133277.97
... 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 Bend100mm Dia
12
79
954.36
... 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.ii) 11.25º to 45º Bend150mm dia
32
115
3708.48
... 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 Bend200mm dia
6
139
838.5
... 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.ii) 11.25º to 45º Bend300mm dia
6
238
1431.54
... 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 Bend350mm dia
36
302
10879.92
... 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 Bend400mm dia
44
334
14697.32
... 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.ii) 11.25º to 45º Bend450mm dia
2
390
781.68
... 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.iii) 45º to 90º Bend150mm dia
6
115
695.34
... 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 Bend200mm dia
2
139
279.5
... 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 Bend300mm dia
4
238
954.36
... 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.For Pipe Network150 X 150 X 80mm Dia
24
115
2781.36
... 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.For Pipe Network150 X 150 X 150mm Dia
6
115
695.34
... 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 80
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 Pipe Network200 X 200 X 150mm Dia
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 Pipe Network300 X 300 X 100mm Dia
6
238
1431.54
... 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 Network300 X 300 X 150mm Dia
6
238
1431.54
... 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 Network300 X 300 X 200mm Dia
3
238
715.77
... 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.For Pipe Network300 X 300 X 300mm Dia
9
238
2147.31
... 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 Network400 X 400 X 400mm Dia
12
334
4008.36
... 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.For Pipe Network500 X 500 X 350mm Dia
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 Reducers100 X 80mm Dia
14
79
1113.42
... 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
8
115
927.12
... 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 Reducers150 X 100mm Dia
20
115
2317.8
... 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 80mm Dia
2
139
279.5
... 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.For Reducers200 X 100mm Dia
2
139
279.5
... 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.For Reducers200 X 150mm Dia
2
139
279.5
... 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.For Reducers250 X 200mm Dia
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.For Reducers300 X 80mm Dia
4
238
954.36
... 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.For Reducers300 X 100mm Dia
2
238
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 Reducers300 X 200mm Dia
2
238
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 Reducers300 X 250mm Dia
4
238
954.36
... 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.For Reducers350 X 250mm Dia
70
302
21155.4
... 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 Reducers350 X 300mm Dia
6
302
1813.32
... 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.For Reducers400 X 250mm Dia
8
334
2672.24
... 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 Reducers400 X 350mm Dia
8
334
2672.24
... 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.50mm Dia OD HDPE Pipes .
14432
115
1672524.48
... 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.63mm Dia OD HDPE Pipes .
1194
190
227898.78
... 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
14432
26
382592.32
... 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. 63mm Dia HDPE Pipes
1194
26
31652.94
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.b) HDPE End Caps50mm Dia
48
71
3435.84
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP..b) HDPE End Caps75mm Dia
5
105
528.3
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.a) HDPE Tees63mm Dia
40
214
8589.2
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.a) HDPE Tees75mm Dia
3
261
783.93
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.d) HDPE Bends75mm Dia
12
246
2958.48
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP.e) HDPE Reducers63 x 75mm Dia
31
140
4367.28
... 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
450
1900
855000
... 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
40.8
95
3876
... More
Manufacture, supply, delivery, Laying & Jointing of 16mm PE flexible pipes including transportation etc., complete and as directed by Engineer-in-charge
44007
8
378460.2
... More
Manufacture, supply, delivery, Laying of 16mm Start Connector/takeoff including transportation etc., complete and as directed by Engineer-in-charge
982
-
687.4
... More
Manufacture, supply, delivery, Laying of 16mm End Cap including transportation etc., complete and as directed by Engineer-in-charge
982
-
687.4
... 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
44.13
5191
229101.78
... 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 For Thrust Blocks.
67.84
5634
382222.09
... 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 including sales and other taxes on all materials etc., complete and as directed by the Engineer in Charge.For Thrust Block & Valve Chambers
0.47
91446
42979.63
... 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 (upto 500mm)
942
154
145086.84
... 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
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 .250mm 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 specials .300mm dia
11
5862
64487.83
... 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 .350mm 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 specials.400mm dia
11
9006
99068.86
... 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
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)300mm dia
11
275
3028.41
... 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)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)400mm dia
11
421
4635.73
... 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.)200mm dia
2
236
472.92
... 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.)300mm dia
2
303
606.4
... 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.)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.)400mm dia
2
388
776.82
... 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 but excluding TaxesDuctile Iron Double Chambered Restrained Joint
fittingsFittings 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
24185.01
133
3235228.79
... 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)
11437.71
160
1830605.49
... 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.
2432.76
585
1424867.53
... 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
605.52
5191
3143569.19
... 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
3038.28
115
349797.18
... 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 transportation 225 mm HDPE(Silicore coated)
10844.14
3297
35754322.44
... More
Lowering, laying and jointing of 225mm dia HDPE electrical pipe conduit with silicore lubricant inner layer having ribs with coupler and as per drawing in readymade trenches true to alignment and gradient and maintain specified spacing with spacers (excl.cost of spacers), incl. all materials, labour charges and incidental charges, etc,, complete for finished item of work as directed by departmental authorities.225 mm dia HDPE pipes
13700.94
133
1833596.8
... 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
186.51
8464
1578803.42
... 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.1600 Dia RCC NP4
215.91
23187
5006402.33
... 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. 783/1985800mm Dia RCC NP4
186.51
648
120996.5
... 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. 783/19851600mm Dia RCC NP4
215.91
1715
370413.04
... 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
7579
210
1591590
... More
Supply and Laying of Warning tape in excavated trenches in two layer ,one Yellow colour tape at 100 mm Below FRL and Red colour tape at 400 mm above the chequered tiles and as directed by engineer-in-charge.
225mm width
3971.82
29
115182.78
... 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.
1435.93
1073
1541700.6
... 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
2078.54
133
278046.3
... 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
1947.98
160
311774.2
... 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
69.45
5191
360551.06
... 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 a)Raft
183.13
5638
1032499.76
... 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) Walls 300 mm thick
664.46
9236
6137029.37
... 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) Walls 200 mm thick
91.31
11129
1016248.34
... 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) Walls 250 mm thick
44.75
9993
447209.13
... 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) Slab
154.6
5989
925959.69
... 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.
213.26
585
124906.38
... 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 including sales and other taxes on all materials etc., complete and as directed by the Engineer in Charge.
187.81
91446
17174478.89
... 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
4026.52
115
463573.25
... 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
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
26518.33
133
3547357
... 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)
19352.72
160
3097402.84
... 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)
1718.6
197
339732.85
... 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.
687.13
585
402452.04
... 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
701.68
5191
3642785.75
... 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
2446.81
115
281701.24
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron with HAC and Polyethylene Sleeve 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 .600mm dia DI-K9 pipe
1033.23
15739
16262781.89
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron with HAC and Polyethylene Sleeve 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 .1100mm dia DI-K9 pipe
116.5
38920
4534204.47
... 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.900mm dia DI-K7 pipe
57
1556
88722.21
... 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.1000mm dia DI-K7 pipe
36
1701
61270.2
... 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.600mm dia DI-K9 pipe
188
686
129011.24
... 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.1100mm dia DI-K9 pipe
21
1701
35740.95
... 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)900mm dia DI-K7 pipe
314.5
1557
489858.91
... 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)1000mm dia DI-K7 pipe
200.25
1878
376149.6
... 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)600mm dia DI-K9 pipe
1033.23
793
819847.34
... 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)1100mm dia DI-K9 pipe
116.5
2081
242514.56
... 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.)900mm dia DI-K7 pipe
57
1289
73475.28
... 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.)1000mm dia DI-K7 pipe
36
1411
50825.16
... 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.)600mm dia DI-K9 pipe
188
559
105191.64
... 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.)1100mm dia DI-K9 pipe
21
1546
32485.32
... 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 - 200 DWC pipe
99.75
602
60065.46
... 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). - 200 mm DWC pipe
99.75
137
13712.63
... 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 - 400 DWC pipe
27.5
2124
58426.5
... 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). - 400 mm DWC pipe
27.5
516
14216.13
... 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 0.3 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 steel, centering shuttering and HYSD FE500 all complete as per standard design and as directed by Engineer in charge.
4
43980
175920.84
... 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 etc For Type -C
14.13
23855
337073.55
... 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
3.69
5356
19776.12
... 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.
31
64158
1988917.22
... More
WallExtra 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 etc for Type -D
166.34
30705
5107577.82
... 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
51.1
5356
273730.95
... 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.
734
188
138432.4
... 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
4
15841
63364.28
... 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
4.77
4139
19744.56
... 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 specialsand excluding taxes.600mm dia
11
16582
182403.21
... 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)600mm dia
11
793
8728.28
... 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.)600mm dia
2
559
1119.06
... 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 but excluding TaxesDuctile Iron Double Chambered Restrained Joint
fittingsFittings above 500mm dia
500
415
207915
... 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
3131.7
133
418927.51
... 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.
4382.39
585
2566765.82
... 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
1170.35
5191
6075895.43
... 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
5552.74
115
639286.96
... 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 pipe
1140.56
4776
5448192.79
... 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.1000mm dia RCC NP4 pipe
682.3
11173
7623658.58
... 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. 783/1985600mm dia RCC NP4 pipe
1140.56
456
520927.97
... 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. 783/19851000mm dia RCC NP4 pipe
682.3
931
635657.97
... 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: DURA LINE (Dura Guard)/Precision/CPE or any ISI approved make having ISI mark.160mm DWC pipe
5533.73
529
2929833.35
... More
Lowering and laying by pushon joint of OD 160mm DWC Pipe double walled corrugated HDPE duct made as per specification BSEN - 500 86/IS 14930 Part-II including cost of labour,material and aother incidental charges etc complete as directed by the Engineer-in-charge.
16437.57
21
347161.48
... 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
29544.51
1085
32056384.24
... 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
34070.91
40
1384641.78
... 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
367
2030
745010
... 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- 2 & 7 Way-4
4031
1100
4434100
... More
Supply and Laying of Warning tape in excavated trenches in two layer ,one Yellow colour tape at 100 mm Below FRL and Red colour tape at 400 mm above the chequered tiles and as directed by engineer-in-charge.
225mm width
15205.04
29
440946.16
... 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.
5091.07
1073
5466078.22
... 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
1263.07
133
168960.87
... 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)
690.11
160
110452.11
... 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
45.72
5191
237356.29
... 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 a) Raft FOR MANHOLES
123.3
5638
695174.03
... 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 a) Walls 250 mm thick FOR MANHOLES
331.5
9993
3312845.25
... 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 a) Slab FOR MANHOLES
63.95
5989
383021.49
... 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.
156.68
585
91767.48
... 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 including sales and other taxes on all materials etc., complete and as directed by the Engineer in Charge.
41.5
91446
3795010.25
... 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
719.85
115
82876.33
... 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
47
2147
100924.04
... 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 but excluding all taxes.
866
188
163327.6
... 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
7950.6
133
1063551.76
... 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.
1987.65
585
1164166.61
... 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-charge40mm OD HDPE pipe
100960
55
5552800
... 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.300mm dia RCC NP4 pipe
3672
1881
6907032
... 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-charge300mm dia RCC NP4 pipe
3672
262
963312.48
... 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
1.58
5191
8202.6
... 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
5.27
5634
29692.08
... 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 including sales and other taxes on all materials etc., complete and as directed by the Engineer in Charge.
0.32
91446
29262.73
... 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
52
2147
111660.64
... 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
2425.29
133
324431.04
... 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)
121.99
160
19524.5
... 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.
3559.64
585
2084881.15
... 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
201.64
5191
1046818.09
... 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
4054.41
115
466784.22
... 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
2.09
9147
19118.44
... 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 pipe
860.21
2795
2405009.53
... 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 pipe
860.21
335
288746.69
... 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.500mm dia RCC NP4 pipe
267.49
3542
947687.65
... 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. 783/198 500mm dia RCC NP4 pipe
267.49
410
109898.27
... More
Cleaning and chocked pipe line by diesel running vehicle mounted hydraulic operated high pressure suction cum jetting cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of Pipe lines. Dechocking and flusing of sewer line from one manhole to another by high pressure jetting systemof 2200 PSI for Pipe line 100mm dia
57
91
5222.34
... More
Cleaning and chocked pipe line by diesel running vehicle mounted hydraulic operated high pressure suction cum jetting cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of Pipe lines. Dechocking and flusing of sewer line from one manhole to another by high pressure jetting systemof 2200 PSI for Pipe line 150mm dia
57
274
15666.45
... More
Cleaning and chocked pipe line by diesel running vehicle mounted hydraulic operated high pressure suction cum jetting cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of Pipe lines. Dechocking and flusing of sewer line from one manhole to another by high pressure jetting systemof 2200 PSI for Pipe line 300mm dia
28.5
274
7833.23
... More
Conducting Hydralic field test pressure for all types of pipelines and all dia's with required pressure including all machineary, materials & manpower transportation of Waterall complete etc., as per specification and to the satisfaction of Engineer-in-charge.100mm dia
57
7
451.44
... More
Conducting Hydralic field test pressure for all types of pipelines and all dia's with required pressure including all machineary, materials & manpower transportation of Waterall complete etc., as per specification and to the satisfaction of Engineer-in-charge.150mm dia
57
11
677.16
... More
Conducting Hydralic field test pressure for all types of pipelines and all dia's with required pressure including all machineary, materials & manpower transportation of Waterall complete etc., as per specification and to the satisfaction of Engineer-in-charge.300mm dia
28.5
23
677.16
... 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 Duct
500
882
441290
... More
Cleaning of chocked pipe line by diesel running vehicle mounted hydraulic operated high pressure suction cum jetting cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of Pipe lines.Dechocking and flusing of sewer line from one manhole to another by high pressure jetting systemof 2200 PSI for Pipe line 225mm dia
1454.4
274
399741.84
... More
Cleaning of chocked pipe line by diesel running vehicle mounted hydraulic operated high pressure suction cum jetting cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of Pipe lines.Dechocking and flusing of sewer line from one manhole to another by high pressure jetting systemof 2200 PSI for Pipe line 800mm dia
263
732
192761.47
... 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 including Taxes
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 Bar
1000
5
5610
... 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 Bar
1000
7
7470
... 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 Bar
1000
9
9340
... 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 Bar
1000
11
11210
... 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 .
50
196
9827.5
... More
Providing of Main Line using HDPE Electrical pipe Conduits with Silicore Lubricant inner layer with ribs, dimensional ratio of 13.5,Deflection not greater than 5% when exposed to the normal operating temparature 90°C under the over burden soil presuure and other physical properties comforming to ASTMF 2160 and /or NEMA TC7.The expected service life of HDPE pipe conduits and accessories shall not be less than 50 years- 33 kV XLPE Cables-225 mm dia
571
3297
1882649.81
... 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
Providing and applying Black Bitumen coating Outside of Ductile iron Pipes including all material and labour and machinery etc., complete, with all taxes, insurance, 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.900
911.36
171
155842.56
... More
Cleaning and Chocked Pipe line by diesel running vehicle mounted hydraulic operated high pressure suction cum jetting cleaning machine fitted with pump having 4000 litre suction capacity and 6000 litre water tank capacity including skilled operator supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of Pipe lines.Dechocking and flusing of sewer line from one manhole to another by high pressure jetting systemof 2200 PSI for Pipe line 200mm dia
330
274
90700.5
... 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
4526.4
290
1312656
... 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.
1131.6
1085
1227808.63
... 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: DURA LINE (Dura Guard)/Precision/CPE or any ISI approved make having ISI mark. as directed by the Engineer-in-charge.
3243.55
529
1717297.55
... 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 including Taxes
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 Bar
1000
5
5610
... 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 Bar
1000
7
7470
... 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 Bar
1000
9
9340
... 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 Bar
1000
11
11210
... 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 . 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
Bailing out water from the pipe line trenches with Electric Driven pump set including hire charges, current charges and wages for Driver and Helper .Considering 10 Hp Motor
1000
411
411390
... More
Bailing out water from the pipe line trenches with Oil Diven pump set including hire charges, current charges and wages for Driver and Helper.Considering 10 Hp Motor
1000
676
676480
... 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 Up to 300 mm dia.
2000
154
308040
... 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 Up to 300 mm dia.
2000
169
339640
... 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
11250
133
1504912.5
... 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
1000
585
585700
... 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
14878551
14878551.7
... 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
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