Improvement by way of widening and strengthening with reconstruction on Punhana Kot Road from Km 0.00 to 11.30 in Nuh District (ID 1271)

Amount

Dismantelling of Existing Slab Culverts upto 1.5 m span and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantelling of Existing Slab Culverts upto 3.00 m span and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantelling of Existing Slab Culverts upto 4.00 m span and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantelling of Existing Slab Culverts of 2x4.00 m span and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantelling of Existing Pipe Culvert and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantelling of Existing Side Drains and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantelling of Existing PCC & Paver Block

Clearing and Grubbing Road Land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150 mm in thickness. (HSR 6.26)

Dismantling of existing bituminous layer on road by cold milling 100 mm thickness in full width and planning the surface after cold milling, transportation to the hot mix plant site. (HSR 24.37)

Earthwork excavation in ordinary soil exclusive of compensation of earth – earth work undressed with a combined lead upto 15 Mtr including breaking of clods (HSR 6.2 (b))

Construction of berms with earth received from excavation of embankment and other excavation (Item item No. 4 of BOQ) including rolling and compaction as per MORT&H Specification 2013 including disposal of surplus earth away from ROW (HSR 6.2 g(i) + 6.2g(v)

Earth work in embankment, sub grade, earthen shoulder including Lay Byes, junctions, parking with approved material obtained from Borrow pits (Minimum CBR value 8% for sub grade only) with all lead and lifts and laying in 20 cm layer and compaction including dressing of banks and side slopes to given levels and templates after breaking of clods, also including cost of watering and rolling including compensation of earth. The successive layer of earth should not be provided until and unless layer under construction is thoroughly compacted. The complete rate quoted by the contractor shall take into account all allowances for labour, hardness, wetness and all kinds of carriage, loading & unloading, total lead and lift of soil involved to the entire satisfaction of Engineer - in -charge conforming fully to specification No. 305 of MORT&H including subsequent and corrigenda issued from time to time. The compaction of work shall be achieved 97% of Modified Proctor Density. The top level of Sub grade should be minimum 1.00 mtr. above the adjoining field / ground levels. The rate should include excavation of road way and using the excavated soil in embankment to ensure that every where 500mm sub grade is prepared afresh with new borrow area soil having minimum CBR value 8% Adjoining field ground levels shall be mean of levels taken in every 250m length at a longitudinal distance of 25 m both sides and 50 m distance from center line of the road longitudinal profile based on above parameters shall be approved and finalized by Engineer-in-charge before GSB is started on earth work. Ensuring that average top of sub grade for whole length shall be 1.20m above adjoining ground level as defined above. Bidders are accordingly advised to inspect the site. The finished road surface will be with 2 meter earthen berms on both side with 1.5 : 1 (B : H) slope for all carriage way road as per attached X-sections. Note:- The above said embankment item inclusive of the following (i) Fly ash /Pond ash ( confirming to table 1 of IRC : SP : 58-2001) of coal or lignite burning Thermal Plants as waste martial obtained from any Thermal Power Station including spreading and compaction in layers as defined in IRC : SP : 58-2001 (ii) Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground fetching of sods and watering (MORT&H Clause 307). (NS) (iii) If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC – SP-89-2010 as approved by Engineer and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land. Vertiber Grass will be planted and maintained upto DLP on side slopes of embankment which will be incidental to work.

Granular Sub-Base: Providing and laying 100/150 mm thick Granular sub-base consisting of drainage layer confirming to Table 400.1 grading-III of MORT&H specification fifth edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013. NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.

Granular Sub-Base: Providing and laying 100/150 mm thick Granular sub-base consisting of filter layer confirming to Table 400.1 grading-VI of MORT&H specification fifth edition, mixing in mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratery power roller to achieve desired density complete as per clause no 401 of MORT & H specifications 2013. NOTE:- Only crushed stone material should be used no local sand/tibba sand shall be used.

Wet Mix Macadam. Providing, laying 250 mm thick, spreading and compacting graded stone aggregate to wet mix macadam(WMM) specification in two layers 125 mm each 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H specification clause 406.(NS)_2013 as per drawing and design directed by the Engineer. Note: only crushed stone material should be used no local sand/ tibba sand shall be used.

Primer Coat : Providing and applying primer coat with bitumen emulsion MS Grade on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/ sqm using pressure distributor as per MORT&H specification 2013Clause 502.

Tack Coat : Providing and applying tack coat with bitumen VG-10 grade with pressure distributor @ 0.25 Kg/sqm on the prepared granular/ black top surface cleaned with mechanical broom including cost of bitumen as per MORT&H clause no. 503 (5th edition) 2013 as per MoRT&H specification (NS)

Dense Graded Bituminous Macadam : Providing and laying 130 mm thick dense graded bituminous macadam (DBM) in two layers with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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 clause No. 505 complete in all respects. If bitumen required more than 4.5% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.(NS)

Providing and laying 50 mm thick Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tone per hour, using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.2% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Specifications Clause 507 MoRT&H specification 2013 and in compliance of para no. 4 of additional condition for bituminous work complete in all respects. Note: if bitumen required more than 5.2% as per job mix formula no. extra payment will be made extra bitumen required will be considered as incidental to work.

Providing and laying dry lean Cement Concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1 of MORTH specification (Fifth Edition) cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than ISI marked provision MPA at 7 days, mixed in a batching plant, transported to site, laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause no. 601 of MoRTH specification (5th edition 2013)

Providing and laying cement concrete of un-reinforced, dowel jointed, plain cement concrete over a prepared of grade M-40 sub base with 43 grade cement @400 kg per cum, (minimum) coarse and fine aggregate not exceeding 25 mm mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and (MORT&H Clause 602)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (MoRT&H 8.14) Kilometer stone on village roads (HSR 10.129 ii + 16.75 b ii)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (MoRT&H 8.14) 5th Kilometer stone (Precast) i/c painting (HSR 10.129 i + 16.75 b i)

Reinforced cement concrete 1:2:4 boundary pillars/ 200 mtr. stone of standard design, fixed in position, including finishing & including painting (HSR 10.131 + 16.75 b ii)

Providing & Marking center line /Zabra Crossing with hot applied thermo-plastic road marking paint complete in all respect such as furnishing all labour, material tools, equipment including all incidental costs necessary for carrying out the work at site conforming to the technical specification clause 803.4 of MORT&H specification for road and bridge works (5th edition) 2013 as directed by the Engineer. Note :- I) Thermoplastic paint out of following brand will be allowed to be used:- a) Asian paints –Apcomrk b) Berger Paints –Sigmark c) Prismo Note :- II). Glass Beads out of following brand will be allowed to be used:- a) Potters b) Sovitec c) Flexolite

Utility Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, NP -3 ISI marked across the road @ 200m C/C (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. As per MORT&H specification Sr. No. 8.29

Providing and laying 80 mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect (As per HSR 10.159)

Construction of R.C.C Side Drain Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6)

Design mix cement concrete of grade M-15 with minimum cement content 240 Kg/ cum in foundation and plinth (HSR 10.64)

Design mix cement concrete of grade M-20 with minimum cement content 300 Kg/cum in foundation and plinth (HSR 10.65)

Design mix cement concrete of grade M-30 with minimum cement content 340 kg/cum in foundation and plinth level (HSR:10.67)

Providing & Fixing in Position TMT Fe 500 grade reinforcement Complete as Per Drawing and Technical Specification (As per Clause No. 1600 of MoRT&H specification for road and bridges work (5th Revison) 2013 latest edition.)

Construction Of Sign Boards Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 90 cm equilateral triangle

Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 60 cm equilateral triangle

Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 60 cm circular

Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 80 mm x 60 mm rectangular

Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 60 cm x 45 cm rectangular

Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 60 cm x 60 cm square

Providing and fixing Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign 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 90 cm high octagon

Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67 - 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per meter as vertical support, 50NB pipe @ 4.50kg per meter and 40NB pipe @ 3.61kg per meter for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67-2012 with retro reflective Sheeting as per ASTM D 4956 - 09 and as per IRC 67. fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per meter as vertical support, 50NB pipe @ 4.50kg per meter and 40NB pipe @ 3.61 kg per meter for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Bridges & Culverts Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6)

Back filling with filter media behind abutments, wing walls, & return walls, including all material, labour, equipment carriage etc. all complete as per drawing and Technical Specificationss Clauses 305, 309 & 2502.

Design mix cement concrete of grade M-15 with minimum cement content 240 Kg/ cum in foundation and plinth (HSR 10.64)

Design mix cement concrete of grade M-20 with minimum cement content 300 Kg/cum in foundation and plinth (HSR 10.65)

Design mix cement concrete of grade M-30 with minimum cement content 340 kg/cum in foundation and plinth level (HSR:10.67)

Design mix cement concrete of grade M-30 with minimum cement content 340 kg/ cum in first storey upto 4 meters above plinth level (HSR 10.74)

Design mix cement concrete of grade M-35 with minimum cement content 350 Kg/ cum in foundation and plinth level (HSR 10.68)

Design mix cement concrete of grade M-35 with minimum cement content 350 Kg/ cum in first storey upto 4 meters above plinth level (HSR 10.75)

Reinforced cement concrete M-30 grade in approach slab including reinforcement for bridges complete as per drawing and Technical Specificationss Clause 2704.

Design mix cement concrete M-40 grade in crash barrier at the edge of the road approach’s to bridge structure and medians, constructed with M-40 grade concrete with TMT reinforcement confirming to IRC 21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, to the structure on which it is build and installed as per design given in the enclosure of MOST circular no. RW/NH-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawings and at locations directed by the Engineer, all as specified as per clause no. 811 of MoRTH specification 5 th revision including cost of painting etc. complete in all respect (Based on MoRTH no. 8.22)

Providing & Fixing in Position TMT Fe 500 grade reinforcement Complete as Per Drawing and Technical Specification (As per Clause No. 1600 of MoRT&H specification for road and bridges work (5th Revison) 2013 latest edition.)

Providing GI pipe railing over crash barrier including structural fixing as per Technical Specification Clause 2703.

Providing 20mm expansion joint filled with compressible fiber board as per drawing and as per direction of the Engineer as per MORT&H Clause 2605

Providing cement concrete railing in M-30 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.

Providing and fixing drainage spouts for bridges as per Drawing and Technical Specificationss Clause 2705.

Providing and fixing Weep holes for bridges as per spacifications

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Footpath finish with 40 mm thick cement concrete of grade M - 25

Painting of Bridge and span arrangement as per drg., IRC:7-1971 and MORT&H specifications section 800.

Paining crash barrier as per Technical Specification clause 25

Public Health items Providing and fixing D.I. Pipe line class K-9 complete in all respect 250mm (K-9)

Providing and fixing D.I. Pipe line class K-9 complete in all respect 200 mm (K-9)

Providing and fixing D.I. Pipe line class K-9 complete in all respect 100 mm (K-7)

Excavation for pipelines running under pressure in trenches and pits in open area where disposal of surplus earth is done alongwith the alignment including trimming and dressing sides, leveling ob beds of trenches to correct grade, cutting joing holes, cutting trees and bushes, etc. refilling consolidation and watering of refill in 15 cm layers and restoration of unmetalled ro unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing, etc. and outside the town in Ordinary soil (HSR 6.8 (a)) Without timbering and shoring upto 1.5 mtr depth

Taking out dismentled cast iron shoketted or flanged pipes, valves and spls etc. outside from the trenches and stacking at a nearest convenient place as required by the engineer in charge from where they can be loaded into carts or trucks (HSR 28.39) (d) 100mm i/d

Strining out D.I. K-9 pipes and spcials casting along trenches and laying the same in trenches to correct alignment and gradients inlcuding cartage from divisional stores or nearest Railway Station to site of work and return of pieces of pipe to stores of following sizes (HSR 28.61) (i, iii & iv) 250 mm i/d

Strining out D.I. K-9 pipes and spcials casting along trenches and laying the same in trenches to correct alignment and gradients inlcuding cartage from divisional stores or nearest Railway Station to site of work and return of pieces of pipe to stores of following sizes (HSR 28.61) (i, iii & iv) 200 mm i/d

Strining out D.I. K-9 pipes and spcials casting along trenches and laying the same in trenches to correct alignment and gradients inlcuding cartage from divisional stores or nearest Railway Station to site of work and return of pieces of pipe to stores of following sizes (HSR 28.61) (i, iii & iv) 100 mm i/d

Cutting D.I. pipes and specials chipping or filing the surface to a uniform finish (HSR 28.63) (i, iii & iv ) 250 mm i/d

Cutting D.I. pipes and specials chipping or filing the surface to a uniform finish (HSR 28.63) (i, iii & iv ) 200 mm i/d

Cutting D.I. pipes and specials chipping or filing the surface to a uniform finish (HSR 28.63) (i, iii & iv ) 100 mm i/d

Jointing D.I. Socketted pipes, valves and specials with rubber tyton joints fitted completed including cost labour & tools etc and tested complete (HSR 28.64) (i, iii & iv) 250 mm i/d

Jointing D.I. Socketted pipes, valves and specials with rubber tyton joints fitted completed including cost labour & tools etc and tested complete (HSR 28.64) (i, iii & iv) 200 mm i/d

Jointing D.I. Socketted pipes, valves and specials with rubber tyton joints fitted completed including cost labour & tools etc and tested complete (HSR 28.64) (i, iii & iv) 100 mm i/d

Providing and fixing cast iron detacheble joints class -15 marked with IS:8794 for use with A.C/P.V. C/CI pipes complete with 2 nos. rubber rings marked with ID:5382 & IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respect to the satisfaction of Engineer-in-charge. (Excavation will be paid separately) (HSR 28.56). 100 mm i/d CID JOINT

Providing and fixing cast iron double flanged sluice valve PN-1 1.6 marked with IS:14846 including nuts & bolts marked with IS 638 etc. including cost of carriage, loading, unloading, atacking, handing re-handing etc complete in all respect to the satisfaction to the Engineer-in-charge (HSR 28.10) (b&c) 100 mm i/d

Providing and fixing cast iron double flanged sluice valve PN-1 1.6 marked with IS:14846 including nuts & bolts marked with IS 638 etc. including cost of carriage, loading, unloading, atacking, handing re-handing etc complete in all respect to the satisfaction to the Engineer-in-charge (HSR 28.10) (b&c) 150 mm i/d

Providing, lowering, laying aligning, fixing in position and jointing at all level/depths DI standard specials plain/flanged/ socketed confirming to IS-9523-2000 with rubber ring (EPDN/SBR) joints such as tees, bennds, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical specifications and as per Direction of Engineer (HSR 28.65)

Providing, laying and jointing and testing of distribution main DI pipe line CI-K-7/ K-9 zinc coated and along with bitument costing out side the pipe & cement line inside and special cost excavation to the required depth and refilling same in all respect 100 mm i/d

Providing, laying and jointing and testing of distribution main DI pipe line CI-K-7/ K-9 zinc coated and along with bitument costing out side the pipe & cement line inside and special cost excavation to the required depth and refilling same in all respect 150 mm i/d

SHIVA BUILD TECH PRIVATE LIMITED

RK GANDHI