Amaravati Development Corporation Limited Tender
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Amaravati Development Corporation Limited - ADCL Tender
Civil And Architectural Services
Opening Date18 Feb 2025
Closing Soon5 Mar 2025
Tender Amount₹ 1,07,59,13,555
Costs
EMD
₹ 1,07,59,136Document Cost
Refer DocumentsTender Fee
₹ 20,000
Summary
Construction Of Balance Smart Trunk Infrastructure With Roads, Storm Water Drains, Water Supply Network, Sewerage Network, Utility Ducts For Power And Ict,
Description
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Contact
Tender Id
786348Tender No
321/ADCL/IPD/2024-25Tender Authority
Amaravati Development Corporation Limited ViewPurchaser Address
-Website
http://http://ccdmc.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Forming Subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 & 300-2 of MoRT&H, including all hire and operational charges of T&P , etc., complete for finished item of work as per MoRT&H specification 305 (5th Revision) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 8% and other reqirements from clause 305 (5th Revision) and as directed by the Engineer in Charge.
33181.22
1294
42947116.67
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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
2709.09
381
1033409.47
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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
2709.09
1802
4883161.82
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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.
16165.8
2191
35434948.63
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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.
12835.98
2964
38056883.66
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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).
59763.52
78
4705779.56
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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.
12028
17
205678.8
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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.
87749.84
15
1389957.47
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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)
5045.62
10371
52331909.24
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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
2193.75
11600
25449342.75
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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
11640
202
2352211.2
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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
38206
153
5873408.38
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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
23229
175
4081103.01
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Earthwork excavation in soils up to SDR by mechanical means (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
12078
216
2618631.18
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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
7625
193
1472692.5
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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
54
2518
136020.06
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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
145
1990
288667.45
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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..-For Bridges
151
6675
1008021.64
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Bored cast-in-situ piles of M-35 grade concrete, 1200mm dia, excluding reinforcement complete as per drawing, technical specification section 1100 (5th Revision) including all charges , removal of excavated earth with all leads and lifts and as directed by the Engineer in Charge.minimum quantity of 420 kg cement to be used per cum of concrete.-For Bridges
4678
14899
69698738.28
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VRCC M35 grade controlled concrete (design mix) using 20mm maximum size (SS.5) HBG metal (graded) including cost and conveyance of all materials to site , all labour charges shuttering and machine mixing, laying, vibrating curing and finishing etc., complete including all other incidental and operational charges, hire charges of all T&P etc., complete but excluding cost of steel and its fabrication charges etc., and as per MORTH specification No.1100, 1500, 1600 &1700, (5th Revision) for pile caps.minimum quantity of 422 kg cement to be used per cum of concrete.-For Bridges
2648
6519
17262338.48
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Providing steel liner of 6 mm thick including fabricating and setting out as per detailed drawing confirming to MORTH specification 1100 (5th Revision) and as directed by the Engineer-in-charge.-For Bridges
416.3
118049
49144198.35
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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
54
6524
352303.02
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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
2306.4
7029
16212792.67
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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
54
6931
374277.24
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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
19.6
7081
138798.97
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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
1346
8182
11013793.06
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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
2011
16356
32893303.59
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Providing & Constructing Cast in situ Post Tensioned Concrete "Box" girders using M40 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel & HT Strands and its fabrication & prestressing charges for finished item as per MoRT&H specification 1500,1600,1700,1800 & 2300 (5th revision) and as directed by the Engineer-in-Charge for Super structure as per drawing and technical specifications. Minimum quantity of 430 kg cement to be used per cum of concrete.-For Bridges
2542
9542
24257950.12
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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.-For Bridges
34
6675
226971.76
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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
69
12176
840163.32
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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
4360
1466
6392108.8
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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
748
4489
3358318.04
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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
388
4336
1682383.52
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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
293
6000
1758000
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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
222
2383
529123.68
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Providing and fixing bearings complete as per Drawings, Technical Specifications Section 2000 (5th Revision) and as directed by the Engineer in Charge-Tar Paper Bearings-For Bridges
16.98
80
1370.29
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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-Spherical Bearings of 250 Tonnes-For Bridges
140
83893
11745062
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Providing, cutting, bending and fixing in position of HYSD bars of Fe-500 D grade reinforcement in reinforced concrete structures to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars complete as per drawing, Technical Specifications Section 1600 (5th Revision) including cost, conveyance of all materials to site and labour charges and as directed by the Engineer in Charge- bridge Foundation.-For Bridges
952.7
92265
87901360.9
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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
253.2
92709
23474060.59
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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
616.7
95669
58999399.15
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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
227.6
142075
32336326.9
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Providing Weep holes in VRCC bridge Abutment/ Wing wall/return wall with 100mm Diameter PVC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the PVC pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision)-For Bridges
90
275
24814.8
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Providing and painting with Synthetic enamel paints of approved quality on bridges with Bridge No. and Span arrangements as per IRC-7,1971 complete as per drawing, Technical Specifications Section and as directed by the Engineer in Charge.-For Bridges
2
40
80.72
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Providing and Applying ordinary paints of approved quality on surface of parapets as per Drawings, Technical specification clause 803 (5th Revision) and as directed by the Engineer in Charge.-For Bridges
778
152
118901.74
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Providing and painting of flood gauge on sub-structure to full height and 500 mm width as per the drawings, Technical specification clause 803 (5th Revision) and as directed by the Engineer in Charge.-For Bridges
9
202
1819.53
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Providing, laying and fixing of HDPE pipe of OD 160mm dia complete as per Drawing, Technical Specifications and as directed by the Engineer in Charge.-For Bridges
388
656
254749.16
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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.
260
11602
3016733.2
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Construction of Median chutes of clear size 0.25m width x 0.275m depth with 100mm Raft & walls as per fig 4.32 of IRC SP 42-2014 and Technical Specifications Section 1500, 1700 & 2100 (5th Revision) and as directed by the Engineer in Charge.
260
1877
488176
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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
16370.08
295
4832120.21
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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
3880
485
1882537.2
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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
8361.28
131
1098170.52
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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
11640
759
8835924
... More
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
2281.05
560
1277388
... More
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
81
560
45360
... More
Providing and fixing Village name board size 600x800 mm made out of Type – XI of ASTMD 4956-09 wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 for full background of Green Colour & White Letters and fixed over 3MM Alluminium Composite Material sheet having minimum 0.30mm thick Aluminium skin on both sides with back side painted grey colour and fixed over back support frame of M.S angle 25x25x3mm all round and fixing with 35x35x4mm and mounted on a MS angle post of size 75x75x6mm with clear height of not less than 2.1 m from the ground level to the bottom of the board. The signpost should be painted with one coat of red oxide paint and 2 coats of synthetic enamel paint Black and White colour with bands of 30cm of height. The signpost shall be firmly fixed with MS base angle 35x35x4 mm in to the ground by M-15 Concrete foundation of size 450x450x600mm including cost and conveyance of all materials ,equipment, machinery and labour with all leads and lift, loading charges necessary for satisfactory completion of the work as directed by Engineer –in-Charge.
2
8236
16472
... More
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.
3
29525
88575
... More
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
6
2598
15593.34
... 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.
2
6958
13916
... 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.
2
10231
20462
... 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
1
3039
3039.49
... 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.
1
6958
6958
... 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.
7
2048
14336
... More
Supply and installation of Hazard Markers/Delenators using M.S angle of size 55x55x6 mm and 120 cm high above ground level painted with two coats of black & white strips of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm x 90cm Type- XI of ASTMD 4956-09 wide angle cube concerned micro prismatic Retro Reflective sheeting of Yellow yellow colour and confirming to IRC 67:2012 fixed over 3mm aluminum composite material having minimum 0.30mm thick Aluminium skin on both sides with standard supports consisting of alternately black and yellow strips, in screen printing slopoing downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyhance of all materials, equipment,machinery and labour with all leads and lifts, loading and unloading charges necessaryu for successful completion of the work on any road in division as directed by the Engineer-in-charge and conforming to IRC 67-2012 & MoRT&H specification No 805 and approved drawings etc., complete for finished item of work.
4
4438
17752
... More
Providing and fixing Object markers 48.3mmdia. MS pipe ,keep at 50cm above ground level with 3MM Alluminium Composite Material sheet having minimum 0.30 mm thick Aluminium skin fully covered with type XI of wide angle cube cornered micro Prismatic Retro reflective sheeting and confirming to IRC 67:2012 reflective sheeting fixed in to trench of 30x30x30cm filled with CC M20 conforming to IRC-67:2012 & MORTH&H specification no 805 and approved drawing etc.,
6
1021
6126
... 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.
2286
336
768096
... 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
10120
3
32181.6
... 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 (Tall Plants)
920
1
1674.4
... More
Earth work excavation for foundations Digging of pits for plant in ordinary soils 0.90x0.90x0.90 mtr (Tall Plants)
920
155
142600
... 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 )
920
427
393300
... More
Cost and Conveyance of Farm Yard Manure or dry cow dung powder including loading, unloading, internal transport and application. of the FYM into the pits/trenches and it including all operational, incidental,labour charges, required tools, overheads & contractors propit complete for finished item of work. (0.028 cum mtr farm yard Manure for each. pit'.) Rs.1761 for cubic (Tall Plants )
920
49
45135.2
... 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. 48.31 per pit
920
48
44445.2
... More
Transport of 21''x21'' size bag plants from Nursery to Plantation site including loading and unloading 10 km lead
920
31
28851.2
... More
Internal transportation of larger bag size 21''x21'' for 100 no. of plants
920
16
15364
... More
Planting of bag plants 21''x21'' size @ 5145.61/100 no.
920
51
47343.2
... More
Hedge / shrub planting: Digging the trench of size 0.15 mtrs. depth, refilling with red garden soil including cost of red garden soil and farmyard manure at 4:1 ratio, internal transportation of plants, planting etc., including the application of fertilizers and pesticides etc., (@ 20 gms/pit/sqmt) and it including all operational, incidental, labour charges, required tools, overheads & contractors profit complete for finished item of work, but excluding the cost of the fertilizers (@ 20 gms/pit/sqmt) and plant material etc., - unit 1 Sqmt of work. (* 6 No./Sqm of plants & bag size shall be arrived based on the spacing 0.40 c/c as per the design.)
(Red garden soil in this context it is defined as sandy loamy garden soil congenial for plant growth which shall be of light textured, crystalline, porous and friable, fertile, slightly acidic or neutral)
9200
329
3029468
... More
Provision for Transportation of 21" x 21" bag size (30 kg/bag) 920 Nos
27.6
1000
27600
... More
Provision for Transportation of 7" x 8" bag size (2 kg/bag) 101200 Nos
202.4
1000
202400
... More
Cost of Plumeria (21"x21") / Equivalent plant
920
1100
1012000
... More
cost of Galphimia (7"x8") / Equivalent plant
101200
30
3036000
... 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 920 Nos x 4 = 3680 Nos)
3680
6
25392
... 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 9200 Sqm x 4 = 36800 Sqm )
36800
6
234416
... More
Hire charges of tractor mounted water tanker for filling sump by 5000 ltrscapacity tanker(150 waterings for oneyear ie. once in a three days @ 5litres per sqm/plantper each time)and it including·all operational, incidental,labourcharges,requiredtools,overheads&contractors profit complete for finished item of work
1656
691
1144610.64
... More
watch and ward 2 member per month for 12 months
24
15000
360000
... 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 ( 920 Nos x 4 x 20 gms)/1000/50 = 1 Bags &
(Once in 3 months i.e 4 times in a Year ( 10120 Sqm x 4 x 20 gms)/1000/50 = 16 Bags
17
1800
30600
... 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.
130
8908
1158111.5
... 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.
260
6613
1719517.8
... 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.
14
8482
118755
... More
Fabrication, Transportation and supply of hot-dip galvanized Octagonal Pole with BSEN - 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with hinged door opening arrangement, including the supply of suitable boards with bakelite sheet as per IS specification suitable to withstand the wind speed of 180 KMPH for 10 Mtrs height Pole having dimensions Bottom 175 mm,. Top 70mm with 3mm thick, base plate 275 x 275 x16mm and 4 Nos of M24 x 750 long 'J' bolts along with template including Fabrication, Transportation and supply of 1.5 Mtr length double arm suitable size decorative galvanized bracket with PU paint colour finish etc complete. (The design should be approved from field Engineers) for finished item of work as directed by Engineer in charge. Make for Pole :Bajaj /Valmont /Laasma/ Transrail/Utkarsh/Skipper/Consoul /Surya/Vakrangee/Lysaght Pole
144
37162
5351375.52
... 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
260
39600
10296000
... 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
14
17868
250158.16
... More
Supply, transportation and fixing of LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F 0.90, high power LEDs having System Efficacy = 120 lumens/watt and junction temperature 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete with earth connection and not less than two years warranty. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG. - 180W LED Fixture
130
13931
1811118.4
... More
Supply, transportation and fixing of LED Street light Luminaire made of pressure diecast aluminum body with powder coated, having protective toughened glass/polycarbonate diffuser, supply input voltage 120 - 270V AC, P.F 0.90, high power LEDs having System Efficacy = 120 lumens/watt and junction temperature 70°C, with Ingress protection IP66, Luminaire performance complies to IS 10322 (Part 5/Sec-3), driver surge protection 4KV, in-house additional Surge protection 10 KV with optics distribution, THD10% at 110 Volts AC, driver efficiency 90%, CCT: 3000K - 5700K, minimum CRI70, etc., complete with earth connection and not less than two years warranty. a) Luminaire Make : Wipro(Skyline) / Philips (Greenline Extra) / GE- Venture / Crompton(Nexus / Hawk series) / Bajaj (Edge) / Halonix (Modular/ Lumos-Super) / Havells (Endura Series)/Greenlites(HI-Lux) /Capart(Premium)/Polycab/Keselec / HPL(City Vision)/Jaquar (Premium) /Eveready /Surya (Pollux) / Fortune Arrt (Leaf) / Rhino(GPSL06) b) LED MAKE :PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG / LG.- 72W LED Fixture
144
5772
831310.56
... 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).
548
339
185848.72
... 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).
3
39118
117355.8
... 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
6
46300
277800
... 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
4900
171
840497
... 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
4826
259
1250657.9
... 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
4920
225
1107344.4
... 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
600
377
226386
... 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
60
489
29387.4
... 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
10346
174
1810239.62
... More
Earth work excavation of Trench of size in all types of soils for covering of UG cables/HDPE pipe and refilling of Trench.
1862.28
395
736308.27
... 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.
9
4763
42874.56
... 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.
4384
13
59753.92
... 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
72
27
1963.44
... 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
24
35
845.28
... 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
10346
11
117530.56
... 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
18
110
1983.78
... 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
23480.1
133
3140932.98
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH - 3-6m (Including Dewatering)
7843.82
160
1255403.39
... 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 .
829.32
5374
4456823.73
... 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-Charge - i) Drain Raft concrete M-30 grade including form work. Minimum quantity of 407 kg cement to be used per cum of concrete.
1967.43
5660
11136932.63
... 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-Charge - ii) Drain Side Walls concrete M-30 grade excluding formwork. Minimum quantity of 407 kg cement to be used per cum of concrete.
3511.59
5470
19210925.64
... 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-Charge - iii) Drain Slab concrete M-30 grade including formwork. Minimum quantity of 407 kg cement to be used per cum of concrete.
1845.45
6013
11097410.58
... 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
22896.14
568
13006839.21
... 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.
585.37
91446
53529762.58
... 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.
2276.58
236
537842.03
... More
Supply and Laying of a geotextile 200 gsm between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching as per Tech Specifications in Section 700 & 2504 MORTH.
624.56
189
118160.51
... 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
971.1
696
676332.31
... 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.
10020.03
550
5519232.92
... 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.
171
2259
386425.8
... 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
26974.28
115
3105548.86
... 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
2026
188
382103.6
... 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
59.86
2255
135019.62
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH - a) 0.0 m To 3.0 m Depth
62.88
133
8411.46
... 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 - b) 3.0 m To 6.0 m Depth(including dewatering)
-
-
-
... 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.
-
-
-
... 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
33.68
115
3877.58
... More
Vibrated reinforced cement concrete M 20 grade with batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed and compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MoRTH (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 347 kgs)Note : The rate shall be adjusted as per the approved design mix by the competent authority - For Pipe Encasement
27.87
5200
144930.41
... 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, complete and as directed by the Engineer in Charge.
1.11
91446
101505.09
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 150mm dia DI-K7 pipes
50
2000
100044.5
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 150mm dia DI pipes
50
108
5418.5
... 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.) etc to complete as directed by engineer incharge - 150mm dia DI pipes
9
217
1958.76
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking. - 150mm Dia DI Pipes
9
115
1043.01
... 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
4.8
5214
25028.21
... More
Providing fitting and fixing mild Flat size (0.15x0.01) and bar complete as per drawing and technical specifications Clause 1208.2MORD / 1900 & 2703 MORTH including one coat of primer and as directed by Engineer-in-charge
603.05
1334
804752.13
... More
Manufacturing, Supply, Delivery of Double chambered restrained joint DI K9 Pipes confirming to IS 8329 (restrained joints are designed and tested as per ISO 10804) (to be used to for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985 /8329-2000 with latest amendments and locking bars & rubber spacers, conveying to work site, including loading and unloading at both destinations, excluding cost of specials - 150mm Dia DI pipes
11
2733
30069.38
... 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) - 150mm Dia DI pipes
11
108
1192.07
... 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 DI pipes
2
217
435.28
... More
Manufacture, Supplying and fitting Ductile Iron Double Chambered Restrained Joint fittings confirming to IS 9523 : 2000 (restrained joints are designed and tested as per ISO 10804) of Class K-12 (Alternative and to avoid concrete thrust blocks along with minimum length of Restrained joint DI pipes at bends) including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete Ductile Iron Double Chambered Restrained Joint
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
3636.61
133
486469.32
... 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.
4043.2
550
2227075.42
... 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
2727.46
115
314012.47
... More
Vibrated reinforced cement concrete M 20 grade with batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed and compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per technical specifications clause 802,803 ,1202 & 1203 MORD and 1500 , 1700 & 2100 MoRTH (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 347 kgs)Note : The rate shall be adjusted as per the approved design mix by the competent authority - For Pipe Encasement.
60.01
5200
312065.8
... 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, complete and as directed by the Engineer in Charge.
2.4
91446
219470.47
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 100mm dia DI-K7 pipes
228
1377
313978.8
... 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 etc to complete as directed by Engineer incharge. - 150mm dia DI-K7 pipes
1249
2000
2499111.61
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 200mm dia DI-K7 pipes
234
2650
620238.06
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 250mm dia DI-K7 pipes
5
3521
17605.65
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 350mm dia DI-K7 pipes
405
5783
2342293.2
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 400mm dia DI-K7 pipes
259
6906
1788879.33
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 450mm dia DI-K7 pipes
62
8350
517702.48
... More
Supply and delivery of Centrifugally Cast( Spun) Ductile Iron Pressure Pipes for Water, Gas and Sewerage with Socket Spigot Ends confirming to IS: 8329/2000 in Standard Working lengths of 4.0m,5.0m,5.50m & 6.0m for Push-On -Joint (Rubber Gasket D Jointing) with cement mortor lining inside the pipes with out side zinc coating, inclusive of Transportation etc to complete as directed by Engineer incharge. - 600mm dia DI-K7 pipes
136
13240
1800766.48
... 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) etc complete upto 500mm dia
65
154
10011.3
... 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) etc complete above 500mm dia
1083
169
183915.06
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 100 mm DI pipes
228
66
15168.84
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 150 mm DI pipes
1249
108
135354.13
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 200 mm DI pipes
234
157
36866.7
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 250 mm DI pipes
5
212
1064.3
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 350 mm DI pipes
405
345
139850.55
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 400 mm DI pipes
259
421
109150.37
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 450 mm DI pipes
62
509
31608.22
... More
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) etc to complete as directed by engineer incharge - 600 mm DI pipes
136
793
107913.28
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 100 mm DI pipes
41
179
7365.65
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 150 mm DI pipes
227
217
49404.28
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 200 mm DI pipes
43
236
10167.78
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 250 mm DI pipes
1
266
266.5
... 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.) etc to complete as directed by engineer incharge - 350 mm DI pipes
74
359
26614.84
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 400 mm DI pipes
47
388
18255.27
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 450 mm DI pipes
11
445
4901.27
... More
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) etc to complete as directed by engineer incharge - 600 mm DI pipes
25
559
13988.25
... 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 Network 100mm dia DI pipes
41
79
3260.73
... 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 Network 150mm dia DI pipes
227
115
26307.03
... 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 Network 200mm dia DI pipes
43
139
6009.25
... 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 Network 250mm dia DI pipes
1
156
156.79
... 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 Network 350mm dia DI pipes
74
302
22364.28
... 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 Network 400mm dia DI pipes
47
334
15699.41
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking. - For Pipe Network 450mm dia DI pipes
11
390
4299.24
... 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 Pipe Network 600mm dia DI pipes
25
686
17155.75
... 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. - ii) 11.25º to 45º Bend 600mm dia DI pipes
12
686
8234.76
... More
Manufacture as per BIS:12820/89 with S.B.R. Quality Rubber confirming to BIS:5382/85, supply and delivery of Rubber Gaskets suitable for CI, DI, S/S pipes any where in A.P. for destination departmental stores including cost of material, loading, incidental, handling with companys standard packing, transportation, unloading & stacking. - iii) 45º to 90º Bend 300mm dia DI pipes
2
238
477.18
... 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
3878
115
449421.42
... 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. - 75mm dia OD HDPE Pipes
705
269
189835.35
... More
Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634-Part-II/1975 as amended from time to time to the alignment and gradient and testing the pipe line to the required pressure etc,complete as directed by Engineer-incharge. - OD 50mm Dia
3878
26
102805.78
... 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 etc,complete as directed by Engineer-incharge. - OD 75 mm Dia
705
27
19676.55
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP. - b) HDPE End Caps 50mm
1
71
71.58
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP. - b) HDPE End Caps 75mm
1
105
105.66
... More
Manufacture, supply, & delivery of HDPE fittings conforming to IS 4984 - 1995 including transportation to anywhere in AP. - a) HDPE Tees 75mm
23
261
6010.13
... More
Service connection using 1 No.of Composite Clamp Saddle for tapping from DI/HDPE 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 and inclusive of Transportation, installation cost, civil works such as earthwork excavation, refilling etc complete as directed by Engineer-incharge
128
1900
243200
... More
Supply,Laying,Delivery 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
24.47
95
2324.65
... More
Manufacture, supply, delivery, Laying & Jointing of 16mm PE flexible pipes including transportation etc., complete and as directed by Engineer-in-charge
13524
8
116306.4
... More
Manufacture, supply, delivery, Laying of 16mm Start Connector/takeoff including transportation etc., complete and as directed by Engineer-in-charge
305
-
213.5
... More
Manufacture, supply, delivery, Laying of 16mm End Cap including transportation etc., complete and as directed by Engineer-in-charge
305
-
213.5
... 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 for Thrust blocks & Valve Chambers
13.33
5214
69505.42
... 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
6.58
5656
37221.81
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) /(Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, complete and as directed by the Engineer in Charge. - For Thrust Block & Valve Chambers
0.05
91446
4572.3
... More
Supply & delivery of 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) etc., complete and as directed by Engineer-in-charge - For DI pipe crossings (500mm)
127
154
19560.54
... More
Supply & delivery of 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) etc., complete and as directed by Engineer-in-charge - For DI pipe crossings (500mm)
130
169
22076.6
... 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 - 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
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 - 450mm Dia
11
10744
118190.27
... 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 - 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) - 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) - 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
Lowering CI, DI pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries from source of supply (Ref to specifications. BIS No: 3114/1994) - 450mm Dia
11
509
5607.91
... More
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.) - 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.) - 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
Jointing CI, DI pipes and fittings with rubber gasket (push-on-joints), excluding the cost of gasket but including all sundries, filling with water, with a water lead up to 500 meters and testing to required pressure etc complete. (Reference to specifications. BIS No.3114/1994/12288/1997.) - 450mm Dia
2
445
891.14
... More
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 - Ductile Iron Double Chambered Restrained Joint
fittings - Fittings upto 500mm dia
500
366
183490
... More
Manufacture, Supplying and fitting Ductile Iron Double Chambered Restrained Joint fittings confirming to IS 9523 : 2000 (restrained joints are designed and tested as per ISO 10804) of Class K-12 (Alternative and to avoid concrete thrust blocks along with minimum length of Restrained joint DI pipes at bends) including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete - Ductile Iron Double Chambered Restrained Joint
fittings - Fittings 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 MORTH - a) 0.0 m To 3.0 m Depth
17042.3
133
2279748.47
... 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 - b) 3.0 m To 6.0 m Depth(including dewatering)
7226.11
160
1156538.91
... 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 - c) 6.0m(including dewatering)
1440.75
197
284807.46
... 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.
2446.41
550
1347531.56
... 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
503.96
5214
2627753.27
... 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
2950.36
115
339674.95
... 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 - 225mm HDPE (Silicore coated)
11507
3297
37939844.77
... More
Laying and jointing of 225mm HDPE electrical pipe conduits with silicore lubricant inner layer having ribs with Push fit coupler and as per drawing in ready made trenches true to alignment and gradient and maintain specified spacing with spacers (excluding cost of spacer ) including all materials labour charges and all other incidential charges etc complete for finished item of work as per drawing and as directed by the Engineer-in-Charge.
11507
133
1539981.81
... 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
104.59
8464
885352.26
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation. - 1200mm Dia RCC NP4
50.1
14532
728067.23
... More
Manufacture, Supply and Delivery of RCC NP4 Socket and Spigot pipes conforming to B.I.S. 458/2003 (rate per meter of effective length) inclusive of Transportation. - 1600mm Dia RCC NP4
197.54
23187
4580448.87
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 - 800mm Dia RCC NP4
104.59
648
67851.72
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 - 1200mm Dia RCC NP4
50.1
1192
59764.91
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 - 1600mm Dia RCC NP4
197.54
1715
338897.65
... 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 225mm dia pipe
5754
210
1208340
... More
Supply and Laying of Warning tape of 225 mm thick in excavated trenches in two layer ,one Yellow colour tape at 100 mm and 250mm width Below FRL and Red colour tape at 400 mm and as directed by engineer-in-charge.
2837.47
29
82286.63
... 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.
1382.54
1073
1484737.36
... 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
578.81
133
77427.41
... 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 - b) 3.0 m To 6.0 m Depth including dewatering
754.88
160
120818.54
... 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
17.84
5214
93021.51
... 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
50.89
5660
288070.48
... 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
88.6
9257
820248.17
... 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) Walls 200 mm thick
9.13
11151
101812.92
... More
Vibrated reinforced cement concrete M 30 grade from batching plant using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) mechanically mixed , compacted by vibration including curing for 14 days including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P etc., complete as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per as per technical specifications clause 802,803,804, 805,806,807, 1202 , 1203, 1204 , 1205.4 & 1205.5 MORD and 1500 , 1600 , 1700 & 2100 MORTH MoRT&H specification 1500, 1700, 2100, 2200 & 2300 (5th revision ) and as directed by the Engineer-in-Charge (with minimum cement quantity of 407kgs cum)Note : The rate shall be adjusted as per the approved design mix by the competent authority - d) Walls 250 mm thick
22.38
10015
224142.86
... 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 - d) Walls 350 mm thick
43.09
8716
375609.5
... 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 - e) Slab
40.4
6013
242940.96
... 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.
55.63
550
30642.12
... 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, complete and as directed by the Engineer in Charge.
0.04
91446
3657.84
... 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
1112.5
115
128082.13
... 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
16
2147
34357.12
... 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
284
188
53562.4
... More
Manufacture, supply,delivery and fixing of GI Electrode of 40mm Dia and transportation anywhere in Andhra Pradesh,
15
540
8106.15
... More
Providing and Supply of FRP Gratings of 38x38mm mesh with 7/5mm rib of 38mm thick including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work etc, complete
1.8
2447
4404.6
... More
Manufacture supply Fabrication and fixing of fixing of ISA 50x50x6 for manholes Grating including anywhere in A.P. including cost of materials packing as per company’s standards, loading, transportation, unloading and stacking at site of work , one coat of primer etc, complete.
54
107
5828.22
... 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
217.84
133
29140.46
... 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)
74.37
160
11902.92
... 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.
323.79
550
178350.01
... 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
18.07
5214
94220.77
... More
Carting away the surplus excavated materials i.e., earth from the site to a suitable distance of about 5 kms including loading, unloading, conveyance charges and dumping the carted materials at the contractors cost, labour charges, all leads and lifts, all other incidental and operational charges etc complete and as directed by Engineer-in-charge
369.75
115
42569.32
... More
Brick Masonry in CM (1:4) with Modular Bricks 19 x 9 x 9 cms 2nd class complete excluding pointing and plastering as per drawig and technical specifications clauses 600,1202 & 1203 MORD/1300 MORTH including cost and conveyance of materials to site with all leads & lifts , all other incidental and operational charges etc., complete and as directed by the Engineer-in-charge
2.15
9140
19651.54
... 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 NP 4 Pipe
41
2795
114629.44
... 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. - 500mm dia RCC NP 4 Pipe
54.67
3542
193689.8
... 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 NP 4 Pipe
41
335
13762.47
... 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 - 500mm dia RCC NP 4 Pipe
54.67
410
22461.17
... 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
19125.83
133
2558462.28
... 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 - b) 3.0 m To 6.0 m Depth(including dewatering)
17334.38
160
2774367.52
... 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 MORTH - c) 6.0m(including dewatering)
7262.86
197
1435722.16
... 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.
1005.05
550
553601.64
... 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
1103.23
115
127014.87
... 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
232
602
139701.12
... 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
232
137
31893.04
... 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 - 300 DWC pipe
424
1272
539535.76
... 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). - 300 mm DWC pipe
424
286
121395.44
... 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
290
2124
616134
... 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
289.25
516
149527.79
... More
Providing and constructing of precast RCC circular manhole of grade M-30,Type- B, 1200mm internal diameter according to drawing, fixing (Slant portion of 1.15m and raft0.3m) with cover and frame (heavy duty, 24 x 24 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 Reinforcement HYSD FE 500all complete as per standard design and as directed by Engineer in charge
4
30312
121250.92
... More
Wall Extra Depth for every 1.0 m depth beyond 1.15 m and inling with SRC cement motor of 1:3.With Wall thickness 150mm including Reinforcement HYSD FE500 for Type B Manhole
5.82
16376
95313.73
... 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. PCC - M15 For Benching for Type -B Manhole
2.55
5374
13703.88
... More
Providing and constructing of precast RCC circular manhole of grade M-30,Type- C, 1500 mm internal diameter according to drawing, fixing (Slant portion of 1.5 m and raft 0.33 m) with cover and frame (heavy duty, 24 x 24 HD-20 grade designation) , total weight of cover and frame to be not less than 182 kg. Plastering with SRC cement motor 1:3 including centering shuttering and Steel Reinforcement HYSD Steel FE 500 all complete as per standard design and as directed by Engineer in charge.
4
44165
176661.8
... 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 for Type C Manhole
12.39
25893
320817.86
... 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. PCC - M15 For Benching for Type -C Manhole
3.69
5374
19830.32
... 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, 24x 24 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.
13
64240
835125.98
... More
Wall Extra Depth for every 1.0 m depth beyond 2 m and inling with SRC cement motor of 1:3.With Wall thickness 200mm including Reinforcement HYSD FE500 for Type D Manhole
73.84
33099
2444047.88
... 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. PCC - M15 For Benching for Type -D Manhole
18.89
5374
101516.18
... 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.
374
188
70536.4
... 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
1644.68
133
220008.84
... 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.
890.99
550
490775.11
... 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 officersFor PCC Bedding
95.51
5214
498009.2
... 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
986.51
115
113576.9
... 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
108.58
4776
518661.69
... 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.1000mm dia RCC NP4
48.46
11173
541466.36
... More
Lowering the RCC pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 600mm dia RCC NP4
108.58
456
49591.74
... 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 1000mm dia RCC NP4
48.46
931
45147.27
... 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 markas directed by the Engineer-in-charge
4541.23
529
2404354.22
... 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.
4541.23
21
95910.78
... 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
8732.32
1085
9474741.85
... 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
8732.32
40
354881.48
... 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- 6 & 7 Way-8
67
2620
175540
... More
Providing Spacers of Acrylonitrile Butadiene Styrene (ABS) material make with 10mm thk for HDPE Pipe conduits including placing, positioning at 1.5 mtr interval as directed by engineer-in-charge.Spacers for ICT : DWC- 3 & 7 Way-5
36
1480
53280
... 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
1221
1100
1343100
... More
Supply and Laying of Warning tape of 225 mm thick in excavated trenches in two layer ,one Yellow colour tape at 100 mm and 250mm width Below FRL and Red colour tape at 400 mm and as directed by engineer-in-charge.
4083.28
29
118415.12
... More
Supply & Placing of chequered Cement concrete heavy duty tiles confirming to IS 1380 using aggregate cement pigments of of 25 mm thick(any shade-300 x300 mm) set over base coat of cement mortar 1:6 12 mm thick over cc bed already laid or RCC roof slab,including near cemnt slurry of honeylike consistency spread at the rate 3.3 kgs/sqm and jointed with need cement to full depth mixed with pigment of matching shade including cost of all materials like cement,sand,water and tiles etc ,complete finished item of work.
1327.49
1073
1425618.06
... 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 - Upto 3m
2677.5
133
358169.18
... 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.
669.38
550
368707.89
... 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 - 40mm OD HDPE pipe
34000
-
-
... 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 RCC NP4 pipe
1224
1881
2302344
... 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-charge. - 300mm RCC NP4 pipe
1224
262
321104.16
... More
Plain Cement Concrete PCC M10 ( 1:3:6 ) using 40mm guage hard granite machine crushed metal including cost and conveyance of all materials to site, centering, machine mixing, lifts and delifts, leads, laying in position, compacting, curing, all labour charges, etc., complete for levelling course as directed by the departmental officers
0.55
5214
2867.82
... 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
1.82
5656
10295.39
... More
Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete and as directed by the Engineer in Charge.
0.11
91446
10059.06
... More
Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery and Fixing of Heavy Duty manhole covers and frames of 24x24 HD-20 with ISI marking anywhere in A.P., F.O.R. destination including, loading, unloading & stacking at site.
18
2147
38651.76
... 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
10641916
10641916.38
... 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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