| 1724468071000 | 0 | None | None | Other Works | Package 02 1) Construction of Leachate collection tank for windrows at SWM site of Nayakanahatti town (Rs 2.00lakhs) 2) Construction of Leachate collection tank for SLF at SWM site of Nayakanahatti town (Rs 3.00lakhs) 2) Construction of Sanitary land fill at SWM site of Nayakanahatti town (38.50 Lakhs) 3) Construction of Aerobic composting pad (windrow plat form) at SWM site of Nayakanahatti town ( 55.00 Lakhs) | 8282106.57 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3850768 | 147082 | None | 3.11 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. | Sqm | 4.12 | 4.12 | 675.0 | False | None | None | False | None | False | 2781.0 | 0 | | 3850769 | 147082 | None | 2.2.1.a | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6993.66 | 6993.66 | 10.73 | False | None | None | False | None | False | 75041.9718 | 0 | | 3850770 | 147082 | None | 2.2.1.b | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9713.42 | 9713.42 | 12.6 | False | None | None | False | None | False | 122389.092 | 0 | | 3850771 | 147082 | None | 11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 116.39 | 116.39 | 4500.0 | False | None | None | False | None | False | 523755.0 | 0 | | 3850772 | 147082 | None | 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 585.04 | 585.04 | 645.23 | False | None | None | False | None | False | 377485.3592 | 0 | | 3850773 | 147082 | None | 7.39.6 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Gutter (600 mm over all girth) | Sqm | 1106.22 | 1106.22 | 52.2 | False | None | None | False | None | False | 57744.684 | 0 | | 3850774 | 147082 | None | 13.48 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 100 mm diameter | Rmtr | 299.73 | 299.73 | 18.3 | False | None | None | False | None | False | 5485.059 | 0 | | 3850775 | 147082 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 488.22 | 488.22 | 202.5 | False | None | None | False | None | False | 98864.55 | 0 | | 3850776 | 147082 | None | 6.1 | Dry Lean Cement Concrete Sub- base
Construction of 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, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. IRC SP 49: 2014 | Cum | 5067.6 | 5067.6 | 135.0 | False | None | None | False | None | False | 684126.0 | 0 | | 3850777 | 147082 | None | 16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. MORD Ref. 1501 | Cum | 6956.62 | 6956.62 | 168.75 | False | None | None | False | None | False | 1173929.625 | 0 | | 3850778 | 147082 | None | 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications | Sqm | 1349.3 | 1349.3 | 98.0 | False | None | None | False | None | False | 132231.4 | 0 | | 3850779 | 147082 | None | 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 303.85 | 303.85 | 227.35 | False | None | None | False | None | False | 69080.2975 | 0 | | 3850780 | 147082 | None | 8.25 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 141.11 | 141.11 | 227.35 | False | None | None | False | None | False | 32081.3585 | 0 | | 3850781 | 147082 | None | 8.27 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 54.59 | 54.59 | 227.35 | False | None | None | False | None | False | 12411.0365 | 0 | | 3850782 | 147082 | None | 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 6.76 | False | None | None | False | None | False | 41700.2092 | 0 | | 3850783 | 147082 | None | 2.4.2.b | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8792.13 | 8792.13 | 16.12 | False | None | None | False | None | False | 141729.1356 | 0 | | 3850784 | 147082 | None | 1.16.2 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work - In Hard Rock ( requiring blasting) - Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 641.69 | 641.69 | 1404.0 | False | None | None | False | None | False | 900932.76 | 0 | | 3850785 | 147082 | None | Markate rate | Supply & install Geo-synthetic Clay Liner laying, anchoring in trench, seaming, testing complete as given in General Specification complete to form an impervious barrier. Minimum width of the Liner shall be 4.9M. GCL must be anchored within anchor trench including excavation of trench and backfilling, compaction complete at bottom portion. Rate to include the necessary lap for jointing, wastage, and testing including bentonite powder at joints etc. complete. Measurement will be made as per finished surface area. GCL in the anchor trench will be taken in measurement.
(Note : as per DMA order lettere no 1303767/DMA/SWM/SBM2/176/2024 Date-21/02/2024) | Sqm | 293.0 | 293.0 | 875.0 | False | None | None | False | None | False | 256375.0 | 0 | | 3850786 | 147082 | None | 15.5 | High Density Polyethylene Membrane water proofing Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and
having tensile strength of 25 MPa (as per ASTM D 412), elongation
of 500 (as per ASTM D 412), puncture resistance of 1000N (as per ASTM E 154), peel adhesion to concrete 1200N/m (as per ASTM D 903), hydrostatic head resistance 70m (as per ASTM D 5385). The system should be fully bonded to the RCC thereby conforming to IS 16471:2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedge’s and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self-adhesive polymer layer, etc, including surface preparation completely as per specification | Sqm | 623.15 | 623.15 | 875.0 | False | None | None | False | None | False | 545256.25 | 0 | | 3850787 | 147082 | None | sl 4 | Providing and laying 20mm size graded coarse aggregates /pebble stones (For filter bed)as per drawing, specifications with all leads and lifts complete etc.,as directed by the Engineer.The rate includes cost of material, transportion, laying and compactin | Cum | 1372.99 | 1372.99 | 104.25 | False | None | None | False | None | False | 143134.2075 | 0 | | 3850788 | 147082 | None | sl 36 | Supply & installation of Non-woven Geotextile (GT) of 400g/M2 made of Polypropylene of TC Mirafi (USA). 200 gsm(Note : Considering 50% extra against the quoted rate for Transportation and Installation purpose)
Quotation Rate - Rs. 52.00 per Sqm | Sqm | 229.69 | 229.69 | 359.16 | False | None | None | False | None | False | 82495.4604 | 0 | | 3850789 | 147082 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. | Cum | 2762.46 | 2762.46 | 111.3 | False | None | None | False | None | False | 307461.798 | 0 | | 3850790 | 147082 | None | 3.9 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. - : HDPE Grade PE80-PN10.0, 200mm dia | Rmtr | 2119.74 | 2119.74 | 80.0 | False | None | None | False | None | False | 169579.2 | 0 | | 3850791 | 147082 | None | 3.11 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. - : HDPE Grade PE80-PN10.0, 250mm dia | Rmtr | 3245.53 | 3245.53 | 30.0 | False | None | None | False | None | False | 97365.9 | 0 | | 3850792 | 147082 | None | 16.62.2 | Providing to work spot rolling, lowering and placing in position RCC perforated rings in the already excavated pit including loading and unloading at both the destinations with all lead and lift withappurtenances., complete.1200 mmx1250 mm | Each | 9830.32 | 9830.32 | 2.0 | False | None | None | False | None | False | 19660.64 | 0 | | 3850793 | 147082 | None | 2.5 | Clearing and grubbing road land including uprooting rank 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, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer A) In area of light jungle | Cum | 498.52 | 498.52 | 7.34 | False | None | None | False | None | False | 3659.1368 | 0 | | 3850794 | 147082 | None | 3.6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 507.79 | 507.79 | 146.7 | False | None | None | False | None | False | 74492.793 | 0 | | 3850795 | 147082 | None | 4.2 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 B) By Mix in Place Method (v) For Grading -V Material | Cum | 2429.77 | 2429.77 | 308.7 | False | None | None | False | None | False | 750069.999 | 0 | | 3850796 | 147082 | None | 4.17 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2635.77 | 2635.77 | 88.13 | False | None | None | False | None | False | 232290.4101 | 0 | | 3850797 | 147082 | None | 5.1 | A) Prime Coat over WMM/WBM
(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means | Sqm | 42.33 | 42.33 | 587.5 | False | None | None | False | None | False | 24868.875 | 0 | | 3850798 | 147082 | None | 5.3 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. | Sqm | 12.36 | 12.36 | 587.5 | False | None | None | False | None | False | 7261.5 | 0 | | 3850799 | 147082 | None | 5.8 | Bituminous Macadam Grading - II for traffic 20 MSA
C) Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7890.83 | 7890.83 | 29.38 | False | None | None | False | None | False | 231832.5854 | 0 | | 3850800 | 147082 | None | 5.31 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. IRC-37:2018 | Cum | 10456.56 | 10456.56 | 14.69 | False | None | None | False | None | False | 153606.8664 | 0 | | 3850801 | 147082 | None | 1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work - In ordinary/soft rock without blasting upto 1.5 m depth
| Cum | 105.06 | 105.06 | 592.08 | False | None | None | False | None | False | 62203.9248 | 0 | | 3850802 | 147082 | None | 2.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 5833.92 | 5833.92 | 14.12 | False | None | None | False | None | False | 82374.9504 | 0 | | 3850803 | 147082 | None | 2.4.2.a | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7163.96 | 7163.96 | 20.98 | False | None | None | False | None | False | 150299.8808 | 0 | | 3850804 | 147082 | None | 15.6 | Providing and laying water proofing treatment to the Water tanks & Liquid Retaining structures with two component acrylic polymer modified cementitious waterproofing membrane with minimum elongation of 50% applied @ 1.5 kg/m2 for internal side waterproofing in two layers with waiting period of 4-6 hrs per layer and food grade epoxy coating in two coats certified by CFTRI Mysuru, including surface preparation completely as per specification. | Sqm | 522.21 | 522.21 | 80.0 | False | None | None | False | None | False | 41776.8 | 0 | | 3850805 | 147082 | None | 11.1 | Providing and fixing Structural Steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kgs | 109.18 | 109.18 | 137.25 | False | None | None | False | None | False | 14984.955 | 0 | | 3850806 | 147082 | None | 11.58 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications | Sqm | 827.09 | 827.09 | 20.0 | False | None | None | False | None | False | 16541.8 | 0 | | 3850807 | 147082 | None | 2.11.h | Steel Fabrication - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. a. Buildings | Tonne | 81381.33 | 81381.33 | 3.79 | False | None | None | False | None | False | 308435.2407 | 0 | | 3850808 | 147082 | None | 3.4 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. - For Grade PE80 PN10.0 : HDPE Grade PE80-PN10.0,110mm dia SOR Code : K030D | Rmtr | 669.5 | 669.5 | 20.0 | False | None | None | False | None | False | 13390.0 | 0 | | 3850809 | 147082 | None | 6.5 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal
| Nos | 20459.92 | 20459.92 | 2.0 | False | None | None | False | None | False | 40919.84 | 0 |
|