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| 1 | General Notes:1) Rates to be quoted by the bidders should be exclusive of GST for all the items but inclusive of all other taxes, duties, CESS, fee, royalty charges etc. levied under any statue for all the items.2) Only sieved river sand/crushed stone sand confirming to Zone-II from Godavari river or Varaha river orVamsadhara river or Sarada river or Nagavali river / Crushed stone sand shall be used as fine aggregate and Graded hard broken granite metalof 3 stage (VSI) material shall be used as coarse aggregate in relevant items. Specification for fine and coarse aggregate shall confirm to IS:383 (latest revision)3) In view of limit on water-cement ratio for durability requirements in design mix concrete, concrete admixtures (Carboxylate based superplasticizers) can be used after taking prior approval of Engineer-in-Charge and the rates quoted for concrete items shall be inclusive of the cost of admixtures, Design mix, trial mixes, testing (at site & at approved labs), etc. complete. 4) Thecontractor shall set up sufficient number of self loading mobile concrete mixers inside the project area for the production of concrete.5) Contractor may also be allowed to procure concrete from prior approved RMC plants on prior approval of the BARC subject to maintain required slump at site during pouring.To that extent suitable Mix Design should be carried out with required retention period. No extra payment will be made if concrete is brought from RMC plants outside the project area.6) Fly ash based Portland Pozzolona Cement (PPC) shall only be used for all cement consuming items. |
| 2 | 7) Manufacturer\"s Test certificate of cement which is procured fromdealer/company is to be submitted for all cement related works by the contractor.8) The Scope of works which are not included in any specific items but indicated in the document \"General Scope of all works\" shall be within the scope of overall contract works. The cost of work/item/material indicated in this document shall be deemed to be included in the quoted rates of all individual items. 9) The quoted rates shall include necessary royalties, seigneiorage charges,etc. and all other charges to supply all the required construction materials.10) The contractor shall submit all samples to the department for approval and no work shall commence before such samples are duly approved.11) The Tentative/Suggested makes have been specified in the tender document based on requirements of BARC, desired performance, detailed study of the technical parameters, manufacturing process, quality assurance/control & testing. The list is merely for guidance purpose. However, the bidder(s) can prefer any other make(s) which is/are meeting technical specifications given under Section-V, this schedule of Quantities (Schedule \"B\") and shall conform to the technical Parameters/performance of the tentative/suggested makes and / or shall conform to the relevant BIS codes or other relevant codes. In case of non-approved makes(s), the bidders(s) shall suggest such equivalent/alternate make/brand, meeting above -mentioned technical parameters, during pre-bid stage and before submission of bid(s) |
| 3 | Earthwork excavation by mechanical means (Hydraulic excavator) /manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500mm thick, each layer well rammed and consolidated including disposing the surplus earth with in a distance of 200m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete and as directed by the Engineer-in-charge |
| 4 | From 0.00 to 1.50 m depth from Average Ground Level |
| 5 | From 1.50 to 3.00 m depth from Average Ground Level |
| 6 | From 3.00 to 4.50 m depth from Average Ground Level |
| 7 | From 4.50 to 6.00 m depth from Average Ground Level |
| 8 | From 6.00 to 7.50 m depth from Average Ground Level |
| 9 | Filling of areas with readily available stacked gravel/ Murrum at BARC, in and around building, embankments etc., including loading, transporting with a lead upto 1000m, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 90% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.Notes: 1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. . |
| 10 | Filling of areas with gravel brought from outside source in and around building, embankments etc.,including loading, transporting, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 95% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.Notes: 1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. . |
| 11 | Cutting heaps, spreading in low level areas and levelling the soil to specified slope with existing gravel by manual/mechanical means, compacting the surface with plate compactor including removal of vegetation, roots, rubbish etc. and dumping the waste material at specified location within a lead of 500m. Cost including all leads and lifts, work in congested areas, tools and tackles as directed by the engineer In Charge. |
| 12 | Supplying and injecting with approved quality chemical emulsion at the rates and concentrations as per IS 6313-2001 Part II for preconstructional antitermite treatment and creating a chemical barrier under and alround the Plinth protections, Ramps, surfaces of RCC works for a depth of min. 500 mm from the finished ground level, along the perimeter of the building including all byeworks complete as per specification / IS 6313:2001 or latest revision and direction of Engineer Incharge.(only treated plan area will be measured for the payment in the following two stages. i) 70% after completion of the PCC/RCC over treated area ii) 30% after completion of submission of 10year guarntee bond. Work to be executed by approved agency and specified guarantee for 10 (ten) years shall be furnished by the contractor. |
| 13 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20mm) including consolidation, finishing, curing etc. complete as per specifications and drawings but excluding the cost of Formwork shuttering, centering Complete at all levels |
| 14 | Providing and laying in position cement concrete of 1:2:4 (1 cement, 2 crushed sand, 4 graded stone aggregate of nominal size 20 mm) including consolidation, finishing, curing etc. complete as per specification and drawings but excluding the cost of Formwork shuttering, centering and steel reinforcement at all Levels |
| 15 | Providing and laying in position Reinforced Cement Concrete (RCC) of grade M-30 using 20mm maximum size aggregates and crushed sand of approved quality including Super Plasticisers of approved quality if required, including weigh batching, mechanical mixing, transporting, placing, vibrating, consolidation, finishing, curing etc. complete but excluding the cost of centering, shuttering and reinforcement complete as per specifications up to Plinth Level.Note: 1) The minimum cement content shall be 390kg/Cum of concrete. However, actual cement content required shall be based on design mix requirements carried out at BARC approved (NABL accredited) laboratory. In case the cement quantity consumed more than the specified above, the cost towards extra cement will not be paid. |
| 16 | Providing and laying in position cement concrete screed of 1:1.5:3 at all levels (1 cement, 1.5 crushed sand, 3 graded stone aggregate of nominal size 10mm) including consolidation, finishing, curing etc.. complete as per specifications and drawings but excluding the cost of shuttering, centering and steel reinforcement. |
| 17 | Providng and fixing at and near ground level precast cement concrete 1:2:4 in kerbs, cover slabs, edgings etc. as per approved patterns and setting in position with C.M 1:3 (using crushed sand) including consolidation, curing, cost of required centering ,shuttering, finishing smooth with 6mm thick cement plaster 1:3 (using crushed sand/ river sand) on exposed surfaces complete as per specifications and as directed by the Engineer-in-charge. Note: Reinforcement will be paid under relevant item. |
| 18 | Providing, centering, shuttering Formwork using PVC film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, proping, staging, supports etc and deshuttering the same after the specified time all as per drawings, specifications and as directed by the Engineer-in- charge at all levels |
| 19 | General Notes for centering, shuttering & Form work: 1) This item is applicable for all PCC and RCC structural elements like footings, beams, columns, slabs, lintels, chajjas, walls,roads etc., for all heights and leads. 2) Only steel scaffolding, staging, supporting system to the formwork and steel frame work will have to be used for all RCC structural elements. 3) All surfaces adjacent to EPs, etc., shall be in true line and level & irregularities, if any, shall be rounded by mechanical grinding, chiseling, finishing the same using epoxy silica sand mortar at no extra payment. 4) The design and drawings of formwork shall be submitted alongwith calculations for approval before commencement of work. 5) Form finish F3 shall be provided to all exposed surfaces of the concrete. 6) Wall ties passing through the walls will not be allowed. |
| 20 | Supplying Providing Reinforcement Steel for reinforced cement concrete Using TMT bars of Fe500D, Fe550D, Fe500SD, Fe550SD grades of all sizes from own plant of manufacturer using virgin materials at all levels including supplying, preparation of barbending schedules, cutting, bending, transporting, fixing, tieing in position with PVC coated G.I binding wire, all labour charges, cost of cover blocks in specified grade of concrete etc. complete as per specifications and drawings. |
| 21 | General Notes for Reinforcement steel:1) 1.2mm dia annealed GI coated binding wire required for the work will have to be supplied by the contractor at their own costand will not be measured for payment. 2) Fe-500D/Fe-550D/Fe500SD/Fe550SD bars as per IS to be supplied by the contractor 3) Reinforcement bars from conversion agents / re-rollers of above manufacturers,will not be accepted. 4) No extra payment will be made on account of Rolling Margin & wastage.5) Contractor shall supply copy of the documentry evidence of purchase of steel, test certificate from these manufacturers and also test from third party to be carried out at no extra cost. |
| 22 | Providing and constructing 100/150/200/230mm (or as directed) thick masonry at all elevations with approved quality Fly ash/ FAL-G bricks having minimum crushing strength 60 Kg/Sq.cm, water absorption of maximum 20% and Maximum Drying shrinkage 0.15. Masonry work with cement mortar 1:4 (1 cement : 4 river sand/ crushed stone sand) uniformly mixed in machine with approved \"non-shrinking compound\"as per manufacturer’s instruction in specified courses of approved bond also providing horizonatal RCC band of 100/150/200mm x 100 mm (or as directed) at about 1.00 m c/c with 2 nos, 8 mm dia Tor bars and 8 mm dia links at 300 mm c/c in cement concrete (1:2:4), required formwork, complete including pointing,raking out joints, curing, cleaning, including independent double legged scaffolding, at all heights, depths and leads, dewatering area where required etc., all as per typical drawings, Technical specifications and as directed by the Engineer-in-charge. |
| 23 | General Notes for flyash bricks:In the fly ash bricks the mix confirming to the strength mentioned in the respective items shall be got approved by the department. The mix shall consist of ordinary portland cement content of not less than 20% (preferably) of the mixture BARC for approval. The Anhydraous Gypsum, Fly Ash, Cement, Crusher dust and other materials shall confirm to the relevant IS codes. The Anhydrous Gypsum shall be procured from a reputed source approved by the department, Roller mixer shall be used for good homogeneous mixing.a) Reinforcement will be measured & paid for separately under relevant item.b) RCC band and formwork shall not be measured seperatly, however no deductions will be made in brickwork for the same.c) No holes in brickwall will be allowed for scaffolding. Only double tubular steel scaffolding be allowed. |
| 24 | Providing 15 mm thick Plain Plastering in cement mortar 1:4 (using river sand) finished smooth, including sieving of sand to required fineness, preparation of the surface, double steel tubular scaffolding, curing all as per specifications, drawings and as directed at site etc. complete all as per Technical specifications and as directed by Engineer-in-charge. |
| 25 | Providing 20 mm thick water proof plastering in cement mortar 1:3 (using river sand) finsihed smooth with a floating coat of neat cement including approved waterproofing compound added @2% by weight of cement or as per manufacturer\"s specifications, sieving of sand to required fineness, preparation of surface, scaffolding at all heights, curing all as per specifications, drawings and as directed at site. |
| 26 | Providing U3 finish for rendering smooth top of the suspended floors ,landings and staircases (treads and risers) with C.M 1:2 (using Crushed sand) including a floating coat of neat cement and protecting the surface subsequent cleaning of the same all as per specifications and as directed by the Engineer-in-charge at all levels |
| 27 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50mm thick compacted bed of crushed sand, filling the joints with crushed sand etc. all complete as -per the direction of the Engineer-in-charge |
| 28 | Providing and laying 80mm thick factory made cement concrete inter locking paver block of M-35 grade made by block making machines with strong vibratory compaction and approved size, shape, design laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with crushed sand etc. all complete as per the direction of the Engineer-in-charge (Any extra thicknes of sand will be paid in relavant item) |
| 29 | Providing and fixing Rough Shahbad Stone of minimum 50mm average thickness of size 600 X 600mm (Approximate) over 50mm thick (consolidated thickness) stone dust backing including setting in position in footpath to the required level, making 12mm sand swept joints treated with soil stabiliser etc. complete as per the direction of Engineer-in-charge |
| 30 | Supplying, lowering, laying of RCC Pipes (Class NP2)confirming to IS:458 with necessary collars, laid to correct grade & levels at all depth, including cutting to lengths, jointing with hemp yarn & cement mortar 1:1, caulking the joints, finishing, curing and testing all as per Technical specification and as directed by Engineer-in-charge. Cost including reinforcement steel, materials and labour etc.,including hoisting, placing in position by manual or mechanical means and as directed by the Engineer-in-charge including testing of joints etc. complete. (Note: Excavation, bedding shall be measured seperately under relevant item) |
| 31 | 150 mm dia |
| 32 | 300 mm dia |
| 33 | 450 mm dia |
| 34 | 600 mm dia |
| 35 | 900 mm dia |
| 36 | Providing and laying 1st class bedding below RCC pipes with crushed stone sand or other granular materials passing through 4.75 mm seive as per IS 383 etc. complete all as per specifications and as directed by Engineer-in-charge. Cost including supply of all materials and labour complete. |
| 37 | Supplying and fixing Cast Iron Manhole or Cast Iron Steps cover of approved weight as specified in the drawings or as directed by the Engineer in charge |
| 38 | Auger Boring of approximate 600mm diameter to facilitate insertion of HDPE pipe of 450mm NB dia, and inturn to encapsulate 300mm NB MS pipe under existing BT road crossings at various locations (Approximate Range from 6m to 25m length at each location) to insert HDPE pipe as casing pipe of specified diameter. This work includes underground boring below existing BT road (up to 2.5m below existing BT road top level), installation of HDPE pipe to straight line and required level (suitable for acting as storm water drain or for laying MS/DI/Hume pipes/Cables later etc). as directed by the Engineer In Charge. Note : Cost of HDPE pipe will be paid under relevant item |
| 39 | Supplying and installation ofHDPE pipe of 450mm NB dia to straight line and required level of approved quality as specified in the drawings or as directed by the Engineer in charge |
| 40 | Providing, laying to the slope specified and jointing glazed stoneware pipes grade\"A\" with stiff mixture of cement mortar in the order of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete excluding excavation and refilling which will be paid under relevent Item |
| 41 | 150mm dia |
| 42 | 200mm dia |
| 43 | 300mm dia |
| 44 | Construction of Granular Sub base by providingmachine crushed graded material conforming to Grading V of Table 400-1 & physical requirements as per Table 400-2 of MORTH Fifth Revisionincluding spreading in uniform thickness with motor grader on prepared surface, mixingin a mechanical mix plantat OMC and compacting with vibratory roller to achieve the desired density complete as per specification etc. including cost and conveyance of all materials of specified sizes, seigniorage charges, water etc. to site, labour charges for all operations, hire and operational charges of power roller and other T&P all taxes etc. complete allas per drawings, specifications and as directed by the Engineer-In-charge. |
| 45 | Providing, laying, spreading and compacting graded crushed hard stone aggregate compacted Wet Mix Macadam conforming to Table 400-12 and Table 400-13 of MORTH Fifth Revision including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform thickness with paver in base course on well prepared surface and compacting with vibratory roller of 8 to 10 Tonnes to achieve the desired density in stages to proper grade and camber as directed by Engineer-in-charge and as per specificationincluding cost and conveyance of all materials of specified sizes, water etc. seigniorage charges, labour charges for all operations, hire and operational charges of power roller and other T&P all taxes etc. complete for finished item of work all as per drawings, specifications and as directed by the Engineer-In-charge. |
| 46 | Providing and applying prime coat using slow setting bitumen emulsion conforming to IS:8887/ASTM D2397 at the rate of minimum 0.75kg per sqm on the prepared surface cleared with mechanical broomer, applied uniformly with the aid of emulsion pressure sprayerand sprayingbar with nozzles including cost and conveyance of bitumen, labour charges, hire and operational charges all T&P, all taxes, etc complete as per specificationsbefore laying Dense Bituminous Macadam all as per drawings, specification and as directed by Engineer-In- Charge. |
| 47 | Providing and applying tack coat using bitumen emulsion rapid setting conforming to IS:8887/ASTM D2397 at the rate of minimum 0.40 Kg per sqm on the preparedsurface cleared with mechanical broomer, applied uniformly with the aid of emulsion presure sprayer and spraying bar with nozzles including cost and conveyance of bitumen, labour charges, hire and operational charges all T&P, all taxes, etc. complete as per specifications before laying Dense Bituminous Concrete allas per drawings, specification and as directed by the Engineer-In-charge. |
| 48 | Providing and applying tack coat using bitumen emulsion rapid setting conforming to IS: 8887/ASTM D2397 at the rate of minimum 0.25 Kg per sqm on the prepared bituminious surface cleared with mechanical broomer, applied uniformly with the aid of emulsion presure sprayer and spraying bar with nozzles including cost and conveyance of bitumen, labour charges, hire and operational charges all T&P, all taxes, etc. complete as perspecifications before laying bituminous concrete all as per drawings, specification andas directed by the Engineer-In-charge. |
| 49 | Providing and laying Dense Bituminous macadam on prepared surface with specified graded crushed stone aggregate usinghot mixing of stone aggregate, filler and bitumen in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with paver finisher fitted with electronic sensing device to the required level and grade and rolling by road roller to achieve the desired density and an average compacted thickness of 50/75 mm all as perspecifications,with minimum 5.0% (percentage by weight of total mix) bitumen of VG-30 grade conforming to IS: 73 and cement filler @2% (percentage by weight of aggregate) all as per drawings,specification and as directed by the Engineer-In-charge. |
| 50 | Providing and layingBituminous Concrete on prepared surface with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the requied level and grade and rolling with road rollers, as per drawings, specification and to achieve the desired density and compaction but excluding cost of primer / tack coat 40mm/50mm compacted thickness with bitumen ofVG-30 grade conforming to IS: 73@ minimum 5.5% and cement filler @2% (percentage by weight of aggregate) andas directed by the Engineer-In-charge. |
| 51 | Making soak pit 3.1 m diameter 3.1 metre deep with 45 x 45 cm dry brick honey comb shaft of height 2.65m at centre with common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Round shaft within the radius of 60 cm shall be placed well burnt brick bats. Brick ballast of size from 50 to 80 mm nominal size shall be packed round the brick bats up to the radius of 90 cm followed by brick ballast of 40 mm nominal size up to a radius of 1.2m, followed by 20mm coarse aggregate up to a radius of 1.35m and the remaining portion shall be filled with coarse aggregate of 10mm diameter up to 2.65m height same as central honey comb shaft. The construction of shaft and filling of the bats, ballast and coarse aggregate shall progress simultaneously. Dry bricks shall be placed in top 375mm in entire area of soak pit. Cover of 75mm precast slab of 25cm width shall be placed to make total height of soak pit of 3.1m. S.W. drain pipe 200 mm diameter, 2.1m long shall be provided up to honey comb shaft. 230mmx 115mm Gap shall be left at honey comb shaft at entry of pipe. The cost includes providing, supplying, filling all items aforementioned including all labour charges, tools tackels etc. as per specifications, drawings and as directed by the Engineer in charge but excluding the cost of excavation. The excavation shall be measured and paid in relavant item. |
| 52 | Demolishing C.C / R.C.C works by mechanical means and stock piling at designated locations carefully with out damaging adjacent structures and disposal of dismantled materials up to a lead of 100 m, stacking serviceable and unserviceable materials separately and including cost of cutting reinforcement bars all as directed at site. |
| 53 | Dismantling Bituminous road including stacking of serviceable materails and disposal of unserviceable materials within 200 mlead as per direction of Engineer-in-charge |
| 54 | Dismantling WBM/ WMM road manually / by mechanical means including stacking of serviceable materials and disposal of unserviceable materilas within 200 m lead as per direction of Engineer-in-charge |
| 55 | General Notes for Structural steel: 1) Structural steel required for the work shall not be supplied by the Department.2) Structural steel confirming to IS 2062 shall be supplied from their own plants rolled from virgin materials to be procured directly or from their authorised dealers and test cerificate to be produced.3) The contractor shall supply documentary evidence of purchase of steel, Test certificate from manufacturers and also third party testing from approved laboratories with out any extra cost.4) Connections, bolts and nuts shall notbe measured for payment but the cost of which shall be deemed to have been included in the item rates (total weight including welding, nuts, bolts etc., of Embedded part/structure element shall be measured for payment).5) Holes to be drilled only by Drilling machines and gas cutting of holes are not permitted.6) Rate inclusive of all consumables like gas, welding electrodes and tools and tackles etc. 7) The Liquid Penetrant Inspection shall be carried out in 1% of the total joints and as directed by Engineer-in-Charge without any extra cost.8) Also Refer Mechanical specifications for theMS items & SS items |
| 56 | Providing Structural steel work in M.S Plain Plates and chequrred Plates, angles, pipes and channels for Embedded Parts, Trench Covers, Insert plates, sleeves, Connection plates etc., Using materials produced by the own plants of the manufacturer only using virgin materials. All test reports to be provided along with the supply of the materials including cutting, hoisting, fixing in position and applying a priming coat of approved zinc chromate steel primer etc.including cost of structural steel Plates, welding all labour charges etc. complete as per drawings and specifications. |
| 57 | Fixing in position in RCC / masonry/ form work mild steel or stainless steel Weighing Up to 100 kg fabricated embedded parts supplied by the Department including transporting from the departmental stores, aligning / welding fixing in position, providing necessary supporting arrangements etc complete all as per drawings and specificationsm at all levels and as directed by the Engineer in charge |
| 58 | Supply of F.R.P. storm water drain gratings along with edge angles on both sides to be embedded in concrete. The cover shall permit easy flow of water into drain through the cover. The Cover shall have embossing clearly specifying the Permissible Load and Clear Dimension of the drain. The edge angle shall have suitable hold fast for anchorage in concrete/masonry. The length of individual cover piece shall not be less than 500mm and shall not be more than 1.2m. Centre line length of drain will be considered for Measurement.Note: Fabrication drawings shall be submitted to BARC for approval prior to procurement/placement of PO. |
| 59 | E.H.D For Drain with 450mm clear width. Load capaciy shall be minimum of 35T |
| 60 | L.D For Drain with 300mm clear width. Load capaciy shall be minimum of 5T |
| 61 | Providing and Laying 125 microns HDPE sheet for road works with overlapping of 150mm at joints cut to dimensions as directed by the engineer in charge. Only plan area will be considered for payment and lapped portions will not be considered. The sheet shall be protected againt movement and damage untill laying of top concrete is complete. The surface shall be cleaned, repaired and levelled as required before laying the sheet. |
| 62 | Supply of FRP Manhole Covers/ Inspection Chamber covers having the undermentioned clear opening and load capacity along with frame for embedding in concrete. The Cover shall have notches/ Hooks for easy lifting and shall have embossing clearly specifying the Permissible Load and Clear Dimension of the opening. |
| 63 | 600mm M.D. circular manhole covers. Load capacity shall be minimum 10T. |
| 64 | 600mm E.H.D. circular manhole covers. Load capacity shall be minimum 35T. |
| 65 | 900mm x 900mm M.D. Rectanular Inspection Chamber in 2 Pieces. Load capacity shall be minimum 10T |
| 66 | 1500mm x 900mm M.D. Rectanular Inspection Chamber in 2 Pieces. Load capacity shall be minimum 10T |
| 67 | Supplying, cutting to shape and fixing 90 mm diameter UPVC pipes in RR Masonry/ RCC walls for weep holes complete all as per drawings and as specified at site, as directed by Engineer-in-charge. |
| 68 | Providing, painting and finishing walls with two coats of exterior emulusion paint of approved quality on sand faceplaster/ plain plaster & concrete of required shade over new work including base coat of waterproofing cement paint, preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 69 | Providing and laying Nonwoven Needle-Punched Mechanically Bonded Polypropylene Geotextile of about 300 GSM, complaint to BIS Standard and conforming to MoRTH Section 700 – Clause 702.2.3 for subsurface drainage, filtration and separation, minimum elongation at break greater than 50% having minimum Grab Strength 700 N, Trapezoidal Tear Strength greater than 250 N, Puncture Resistance greater than 250 N (when tested as per IS 13162 Part4)/1400 N (tested as per ASTM D 6241), Permittivity greater than 0.5 s⁻¹, AOS less than 250 microns, for wrapping around perforated HDPE pipe and lining trench side slopes and trench bottom with 300 mm overlaps, complete as directed by the Engineer-in-Charge |
| 70 | Providing and laying Filter Media with graded coarse aggregate of 25mm maximum nominal size of approved quality, including laying in layers, compaction by heavy ramming/vibro-rolling for drainage in subsurface drains, at storm water drains and behind retaining walls at all depths and heights complete as directed by the Engineer In Charge |
| 71 | Providing and laying BIS certified 800mm diameterPE100 & SDR 13.6 HDPE pipe confirming to IS 4984 /IS 14333 with 12-14mm perforations at 100mm c/c (staggered) along the length and circumference of the pipe for sub surface drainage complete to the specified grade and slope as per drawings and as specified by the Engineer In Charge.Note: MTC for the HDPE pipe shall be submitted at the time of supply of material. |
| 72 | Providing and laying cuspated HDPE dimple board of thickness not less than 0.8mm with 8mm-12mm dimples and compression resistance not less than than 150kPa in subsurface drains, retaining walls, trenches, drains etc. including fixing the dimple board to walls by adhesives etc. as required complete as per drawings and as specified by the Engineer In Charge |
| 73 | Mechanical |
| 74 | SIT&C of under ground chilled water pipeline including insulation |
| 75 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-600 DIA- |
| 76 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-500 DIA- |
| 77 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-400 DIA- |
| 78 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-350 DIA- |
| 79 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-250 DIA- |
| 80 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-200 DIA- |
| 81 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-150 DIA- |
| 82 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-125 DIA- |
| 83 | ERW PIPE WITH THERMOCOLE INSULTAION, (chilled water pipe)- Nominal Dia (mm)-80 DIA- |
| 84 | Supply laying installation Testing & commissioning of following Dia. DI (Ductile Iron) pipeline including earth work excavation |
| 85 | 300mm Dia |
| 86 | 80mm Dia |
| 87 | Supply laying installation Testing & commissioning of Nominal Dia 80mm GI pipe of Class C,including all necessary fittings, chasing against walls, supports, two coats of primer followed by enamel coatingetc as required for inter connection with under ground DI pipeline on one side & existing over ground building pipeline on another side. |
| 88 | Supply installation testing of Gate valve offollowing Dia.,including all necessary fittings to connect existing pipeline |
| 89 | 300mm Nominal Dia |
| 90 | 80mm Nominal Dia |
| 91 | Supply laying installation Testing & commissioning of GI pipe of Class, of following Dia including all necessary fittings, chasing against walls, supports, two coats of primer followed by enamel coatingfor over ground piping, Pypcoating (seperate item is avialble in BOQ for wrapping material that can be used) material for Under ground piping etc as required to complete the work. Hydrotesting at 10kg/cm2 is also included. |
| 92 | Nominal dia 65mm |
| 93 | Nominal Dia 32mm |
| 94 | Supply laying Installation Testing & Commissioning ofof HDPE Pipe line of Nominal Dia. 50mm of Standard IS 4984, PN rating 10, PE100. Pipeline in general under ground (apprx 600mm below FGL), excavation cost is excluded from this item cost. This pipeline is proposed to be used for Landscaping water supply purpose. At every 20 meter regular interval providing one T -Tapping connection is also part of work. For T tapping connection seperate item is available in this BOQ. After completion of work, pipeline shall behydro |
| 95 | Supply Installation Testing ofof Gun Metal Gate valves of PN rating min PN 10, IS standard. |
| 96 | 65 mm Nominal Dia. |
| 97 | 50 mm Nominal Dia. |
| 98 | 25 mm Nominal Dia. |
| 99 | Supply and installation and testing of air release valves ofHeavy dutyof pressure rating PN 10 suitable for working pressure with isolating valve. Nominal Dia. 15 mm Dia Air Valve |
| 100 | SIT&Cof GI Fittings of IS standard to be used for joining of HDPE pipeline between joints, between HDPE pipe end connections, providing Tee etc as required to complete the job. Various sizes as per site requirement ranges between Nominal Size of 25-50mm |
| 101 | SIT&C of following Dia MS seamless piping, as per ASTM A 53 standard incl all fittings, bends, Tees, ets |
| 102 | Nominal Dia -200mm |
| 103 | Nominal Dia -150mm |
| 104 | Nominal Dia -100mm |
| 105 | Nominal Dia -80mm |
| 106 | Wrapping coating: Supply ofwrappingPYPCOAT material, installation at site for MS Pipes of all diameter,including under ground pipe lines or undergroundpipes laid through Hume pipes at Road crossings etc.,as per IS-10221. Thickness of wrapping material is 4mm minimum. |
| 107 | External Yard Hydrants/Landing valvesto be installed at periphery of building in main fire water line line. Shall be confirming to IS:5290, Type A.The hydrant valve, branch pipe, nozzles & couplings are of Gun metal. |
| 108 | Fire Department seamess connection ( 2 inlets of 65 mm dia) |
| 109 | Gate valve: Out side screw & yoke type Gate valves. Gate valves should confirm to IS:14846.Gate valves are of cast steel contruction with bronze internals. Pressure rating PN 1.6. Valve shall be flanged end and couter flange of same rating is also included in the scope.Nominal Dia., 80mm |
| 110 | NRVs (Swing Check type)should confirm to ANSI B 16.34/IS 5312. NRVs are of cast Iron contruction with SS internals. Pressure rating PN 1.6 Nominal Dia 150mm |
| 111 | Pressure Guage, Bourdan tubeincluding SS-316 (ASTM A 269) seamless tubing . Accuracy:+0.5% FS, Range: 0 to 20 Kg/cm²(g). |
| 112 | Electrical |
| 113 | SITC of 1100V grade 3.5CX400 SQMM Al. conductor XLPE insulated round wired armoured cable FLRS outer sheath as per TS-001 |
| 114 | SITC of 1100V grade 3.5CX300 SQMM Al. conductor XLPE insulated round wired armoured cableFLRS outer sheath as per TS-002 |
| 115 | SITC of 1100V grade 3.5CX240 SQMM Al. conductor XLPE insulated round wired armoured cableFLRS outer sheath as per TS-003 |
| 116 | SITC of 1100V grade 3.5CX185 SQMM Al. conductor XLPE insulated round wired armoured cableFLRS outer sheath as per TS-004 |
| 117 | SITC of 1100V grade 3.5CX120 SQMM Al. conductor XLPE insulated round wired armoured cableFLRS outer sheath as per TS-005 |
| 118 | SITC of 1100V grade 4CX16 SQMM Al. conductor XLPE insulated round wire armoured FRLS outer sheath cable as per TS-006 |
| 119 | End termination of 3.5CX400 SQMM Al. conductor cable as per TS-007 |
| 120 | End termination of 3.5CX300 SQMM Al. conductor cable as per TS-008 |
| 121 | End termination of 3.5CX240 SQMM Al. conductor cable as per TS-009 |
| 122 | End termination of 3.5CX185 SQMM Al. conductor cable as per TS-010 |
| 123 | End termination of 3.5CX120 SQMM Al. conductor cable as per TS-011 |
| 124 | End termination of 4CX16 SQMM Al. conductor cable as per TS-012 |
| 125 | SITC of 7 metre height GI Street Light Pole with cross arm and other accessories as per TS-013 |
| 126 | SITC of IP66 and IK 08 street light fixture as per TS-014 |
| 127 | Supply laying Installation Testing & Commissioning ofof HDPE Pipe line of Nominal Dia. 50mm of Standard IS 4984, PN rating 10, PE100 including all fixing accessories, laying to required level in trenches and below ground, embedding in trenches, street light pedestals etc as per specifications for laying of electrical, Communications cables etc. |
