Drinking Water And Sanitation Department has published Construction Of Mini Rural Water Supply Scheme Solar Motor Pump Complete Set Under Jjm Dws Division No 2 Giridih For The Year 2020-21 Group No Svs-01. Submission Date for this Tender is 06-03-2021. Solar Pump Tenders in GIRIDIH Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of mini rural water supply Scheme Solar motor pump complete set in akdonikhurd group of SVS under JJM D.W.S. Division, no 2 Giridih for the Year 2020-21 (GROUP NO SVS-01) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | MODEL - III\nConstruction of 2 NOs OF 125mm x 115mm x 90.0M deep Drilled Tube Well\nSupplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete\n(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas | BI01010001010000000000000515BI0100001113 | 60 | P/M |
| 2 | 2 | (b) 30.000m Up to 120.00m depth beyond . In Rural Areas | BI01010001010000000000000515BI0100001114 | 120 | P/M |
| 3 | 3 | Basic rate of 125mmdia Blue UPVC Casing pipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 | BI01010001010000000000000515BI0100001115 | 60 | P.M |
| 4 | 4 | Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. | BI01010001010000000000000515BI0100001116 | 60 | P/M |
| 5 | 5 | Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe | BI01010001010000000000000515BI0100001117 | 2 | Each |
| 6 | 6 | Supplying labour ,cement and calcium chloride or betonies solution and equipment’s for grouting to casing pipe after lowering in the bore etc .all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001118 | 1 | p/Hour |
| 7 | 7 | Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/ | BI01010001010000000000000515BI0100001119 | 2 | Each |
| 8 | 8 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 9 | 9 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. i) 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 10 | 10 | Provision of solar night lamp. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 11 | 11 | 12000 Litre Capacity R.C.C. Water Tank (2.7x2.7x2m Internal size) with 10 M staging having Utility Room at Ground Level\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair | BI01010001010000000000000515BI0100001120 | 24.363 | M3 |
| 12 | 12 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair | BI01010001010000000000000515BI0100001120 | 1.897 | M3 |
| 13 | 13 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion | BI01010001010000000000000515BI0100001120 | 3.18 | M3 |
| 14 | 14 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room | BI01010001010000000000000515BI0100001120 | 1.9 | M3 |
| 15 | 15 | A. Column Utility Room. Roof beam to Tank beam M-25-Rate -7338+10% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 16 | 16 | B. Column Tank beam to tank Roof M-30 Rate -7347+10% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 17 | 17 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-25 landing | BI01010001010000000000000515BI0100001120 | 2.805 | M3 |
| 18 | 18 | Beam of Tank Floor M-30 | BI01010001010000000000000515BI0100001120 | 0.84 | M3 |
| 19 | 19 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall | BI01010001010000000000000515BI0100001120 | 4.986 | M3 |
| 20 | 20 | Tank Roof top landing | BI01010001010000000000000515BI0100001120 | 1.463 | M3 |
| 21 | 21 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 0.66 | M3 |
| 22 | 22 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 6.753 | M2 |
| 23 | 23 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation | BI01010001010000000000000515BI0100001120 | 20.155 | M3 |
| 24 | 24 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair | BI01010001010000000000000515BI0100001120 | 1.271 | M3 |
| 25 | 25 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction | BI01010001010000000000000515BI0100001120 | 2.115 | M3 |
| 26 | 26 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 0.09 | M3 |
| 27 | 27 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 1.08 | M3 |
| 28 | 28 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick | BI01010001010000000000000515BI0100001120 | 1.4 | MT |
| 29 | 29 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window | BI01010001010000000000000515BI0100001120 | 36 | Kg |
| 30 | 30 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 1 | No |
| 31 | 31 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 32 | 32 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion | BI01010001010000000000000515BI0100001120 | 90.216 | M2 |
| 33 | 33 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window | BI01010001010000000000000515BI0100001120 | 39.36 | M2 |
| 34 | 34 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof | BI01010001010000000000000515BI0100001120 | 18.81 | M2 |
| 35 | 35 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado | BI01010001010000000000000515BI0100001120 | 9.12 | M2 |
| 36 | 36 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall | BI01010001010000000000000515BI0100001120 | 28.89 | M2 |
| 37 | 37 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing | BI01010001010000000000000515BI0100001120 | 28.89 | M2 |
| 38 | 38 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 132.216 | M2 |
| 39 | 39 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 92.86 | M2 |
| 40 | 40 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window | BI01010001010000000000000515BI0100001120 | 6.48 | M2 |
| 41 | 41 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 | BI01010001010000000000000515BI0100001120 | 9 | M |
| 42 | 42 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 | BI01010001010000000000000515BI0100001120 | 13 | M |
| 43 | 43 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 13.5 | MT |
| 44 | 44 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 12.52 | P.M3 |
| 45 | 45 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 15.92 | P.M3 |
| 46 | 46 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1.436 | MT |
| 47 | 47 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1598 | Each |
| 48 | 48 | Distribution Network & House Connection . including Platform & Stand post.\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 662 | P.M3 |
| 49 | 49 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete | BI01010001010000000000000515BI0100001120 | 13.5 | P/M3 |
| 50 | 50 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- | BI01010001010000000000000515BI0100001120 | 13.5 | P/M3 |
| 51 | 51 | Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main | BI01010001010000000000000515BI0100001120 | 15 | M |
| 52 | 52 | 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe | BI01010001010000000000000515BI0100001120 | 90 | M |
| 53 | 53 | Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 20 | P.M |
| 54 | 54 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 280 | P.M |
| 55 | 55 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 470 | P.M |
| 56 | 56 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 780 | P.M |
| 57 | 57 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia . | BI01010001010000000000000515BI0100001120 | 2 | each |
| 58 | 58 | 65mm dia | BI01010001010000000000000515BI0100001120 | 1 | each |
| 59 | 59 | Supplying Fitting and Fixing of High Density Polyethylene (HDPE) fittings and Specials as per required site all complete job. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 60 | 60 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 90 | P.M |
| 61 | 61 | 65 mm HDPE Pipe- | BI01010001010000000000000515BI0100001113 | 15 | P.M |
| 62 | 62 | Distribution 65 mm HDPE Pipe- | BI01010001010000000000000515BI0100001114 | 20 | P.M |
| 63 | 63 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001115 | 280 | P.M |
| 64 | 64 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001116 | 470 | P.M |
| 65 | 65 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001117 | 780 | P.M |
| 66 | 66 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) | BI01010001010000000000000515BI0100001118 | 52 | P.M |
| 67 | 67 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001119 | 52 | P.M |
| 68 | 68 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 104 | Each |
| 69 | 69 | (2) Reducer Socket - (a) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001120 | 52 | Each |
| 70 | 70 | (3) Nipple - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 104 | Each |
| 71 | 71 | (4) Plain Socket - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 104 | Each |
| 72 | 72 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. | BI01010001010000000000000515BI0100001120 | 52 | Each |
| 73 | 73 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm | BI01010001010000000000000515BI0100001120 | 52 | Each |
| 74 | 74 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm | BI01010001010000000000000515BI0100001120 | 2 | each |
| 75 | 75 | 50 mm dia and weight not less than 1.5 Kg. | BI01010001010000000000000515BI0100001120 | 2 | each |
| 76 | 76 | 65 mm dia Full way valve | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 77 | 77 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber | BI01010001010000000000000515BI0100001120 | 6 | each |
| 78 | 78 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.48 | M3 |
| 79 | 79 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.36 | M3 |
| 80 | 80 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 | BI01010001010000000000000515BI0100001120 | 0.136 | M3 |
| 81 | 81 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 19 | Kg |
| 82 | 82 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 | BI01010001010000000000000515BI0100001120 | 5.76 | M2 |
| 83 | 83 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | MT |
| 84 | 84 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.16 | P.M3 |
| 85 | 85 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | P.M3 |
| 86 | 86 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.009 | MT |
| 87 | 87 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 82 | Each |
| 88 | 88 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. | BI01010001010000000000000515BI0100001120 | 7.124 | Cum |
| 89 | 89 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | BI01010001010000000000000515BI0100001120 | 3.38 | Cum |
| 90 | 90 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 42.12 | Cum |
| 91 | 91 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 5.824 | Cum |
| 92 | 92 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. | BI01010001010000000000000515BI0100001120 | 90.74 | sqm |
| 93 | 93 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 6.3 | MT |
| 94 | 94 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 4.16 | P.M3 |
| 95 | 95 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 4.06 | P.M3 |
| 96 | 96 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 780 | Each |
| 97 | 97 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 562.7 | P.M3 |
| 98 | 98 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 52 | Each |
| 99 | 99 | Provision of Galvanised chain -link mess Fencing around Solar Panel where bore well is away from tower.\nMaking 30 cm( 12'') dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I. | BI01010001010000000000000515BI0100001120 | 12 | PMtr |
| 100 | 100 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.848 | PM3 |
| 101 | 101 | Labour cost of fitting and fixing Galvanised chain -link mess up height of 2 M including cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M | BI01010001010000000000000515BI0100001120 | 16 | Sq M |
| 102 | 102 | Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 103 | 103 | Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 8 | Each |
| 104 | 104 | Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 105 | 105 | Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25 x 25 x 5 mm size angle including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxes excluding the cost of Galvanised chain -link mess all complete. | BI01010001010000000000000515BI0100001120 | 23.5 | Per Kg |
| 106 | 106 | Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m - Lengh 8 M x 2 m high =16 M2 @ 3.1 kg/ M2=49.6 Kg say 50 Kg- | BI01010001010000000000000515BI0100001120 | 50 | Per Kg |
| 107 | 107 | Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg | BI01010001010000000000000515BI0100001120 | 100 | Per Kg |
| 108 | 108 | Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 109 | 109 | O & M Cost for 1st year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 110 | 110 | O & M Cost for 2nd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 111 | 111 | O & M Cost for 3rd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 112 | 112 | O & M Cost for 4th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 113 | 113 | O & M Cost for 5th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 114 | 114 | Provision of one no SIM card & its recharging cost for RMC | BI01010001010000000000000515BI0100001120 | 5 | Each |
| 115 | 115 | MODEL-IV\nConstruction of 02 NOs 200mm x165mm x120.00 M deep high yield Drilled Tube well \nCost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.\n(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas | BI01010001010000000000000515BI0100001120 | 100 | P/M |
| 116 | 116 | (b) Above 50.00 m depth. In Rural Areas | BI01010001010000000000000515BI0100001120 | 140 | P/M |
| 117 | 117 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 117) | BI01010001010000000000000515BI0100001120 | 60 | P.M |
| 118 | 118 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 119 | 119 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 120 | 120 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories..................... i) 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 121 | 121 | Provision of solar night lamp. | BI01010001010000000000000515BI0100001113 | 2 | Each |
| 122 | 122 | 16000 Litre Capacity R.C.C. Water Tank (2.7x2.7x2.6m Internal size) with 12 M staging having Utility Room at Ground Level.\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair | BI01010001010000000000000515BI0100001114 | 32.787 | M3 |
| 123 | 123 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair | BI01010001010000000000000515BI0100001115 | 2.329 | M3 |
| 124 | 124 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion | BI01010001010000000000000515BI0100001116 | 6.2 | M3 |
| 125 | 125 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room | BI01010001010000000000000515BI0100001117 | 1.9 | M3 |
| 126 | 126 | A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% | BI01010001010000000000000515BI0100001118 | 1.26 | M3 |
| 127 | 127 | B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001119 | 1.26 | M3 |
| 128 | 128 | C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 0.54 | M3 |
| 129 | 129 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-30 landing | BI01010001010000000000000515BI0100001120 | 2.805 | M3 |
| 130 | 130 | Beam of Tank Floor M-30 | BI01010001010000000000000515BI0100001120 | 0.84 | M3 |
| 131 | 131 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall | BI01010001010000000000000515BI0100001120 | 5.958 | M3 |
| 132 | 132 | Tank Roof top M-25 landing | BI01010001010000000000000515BI0100001120 | 1.463 | M3 |
| 133 | 133 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 0.66 | M3 |
| 134 | 134 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 6.753 | M2 |
| 135 | 135 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation | BI01010001010000000000000515BI0100001120 | 20.155 | M3 |
| 136 | 136 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair | BI01010001010000000000000515BI0100001120 | 1.271 | M3 |
| 137 | 137 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction | BI01010001010000000000000515BI0100001120 | 2.115 | M3 |
| 138 | 138 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 0.09 | M3 |
| 139 | 139 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 1.08 | M3 |
| 140 | 140 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick | BI01010001010000000000000515BI0100001120 | 1.76 | MT |
| 141 | 141 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window | BI01010001010000000000000515BI0100001120 | 36 | Kg |
| 142 | 142 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 1 | No |
| 143 | 143 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 144 | 144 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion | BI01010001010000000000000515BI0100001120 | 103.92 | M2 |
| 145 | 145 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window | BI01010001010000000000000515BI0100001120 | 39.36 | M2 |
| 146 | 146 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof | BI01010001010000000000000515BI0100001120 | 18.81 | M2 |
| 147 | 147 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado | BI01010001010000000000000515BI0100001120 | 9.12 | M2 |
| 148 | 148 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall | BI01010001010000000000000515BI0100001120 | 35.37 | M2 |
| 149 | 149 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing | BI01010001010000000000000515BI0100001120 | 35.37 | M2 |
| 150 | 150 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 184.66 | M2 |
| 151 | 151 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 106.56 | M2 |
| 152 | 152 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window | BI01010001010000000000000515BI0100001120 | 6.48 | M2 |
| 153 | 153 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 | BI01010001010000000000000515BI0100001120 | 9 | M |
| 154 | 154 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 | BI01010001010000000000000515BI0100001120 | 18 | M |
| 155 | 155 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 16.66 | MT |
| 156 | 156 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 15.28 | P.M3 |
| 157 | 157 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 19.77 | P.M3 |
| 158 | 158 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1.796 | MT |
| 159 | 159 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1675 | Each |
| 160 | 160 | Distribution Network & House Connection including Platform & Stand post\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 808 | P.M3 |
| 161 | 161 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete | BI01010001010000000000000515BI0100001120 | 15 | P/M3 |
| 162 | 162 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- | BI01010001010000000000000515BI0100001120 | 15 | P/M3 |
| 163 | 163 | Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main | BI01010001010000000000000515BI0100001120 | 90 | M |
| 164 | 164 | 80 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe | BI01010001010000000000000515BI0100001120 | 15 | M |
| 165 | 165 | Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 30 | P.M |
| 166 | 166 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 305 | P.M |
| 167 | 167 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 605 | P.M |
| 168 | 168 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 975 | P.M |
| 169 | 169 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . | BI01010001010000000000000515BI0100001120 | 1 | each |
| 170 | 170 | 65mm dia | BI01010001010000000000000515BI0100001120 | 2 | each |
| 171 | 171 | Supplying Fitting and Fixing of High Density Polyethylene (HDPE) fittings and Specials as per required site all complete job. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 172 | 172 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n80 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 173 | 173 | 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 90 | P.M |
| 174 | 174 | Distribution 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 30 | P.M |
| 175 | 175 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 305 | P.M |
| 176 | 176 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 605 | P.M |
| 177 | 177 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 975 | P.M |
| 178 | 178 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) | BI01010001010000000000000515BI0100001120 | 65 | P.M |
| 179 | 179 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001120 | 65 | P.M |
| 180 | 180 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 130 | Each |
| 181 | 181 | (2) Reducer Socket - (a) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001113 | 65 | Each |
| 182 | 182 | (3) Nipple - (a) 15 mm dia. | BI01010001010000000000000515BI0100001114 | 130 | Each |
| 183 | 183 | (4) Plain Socket - (a) 15 mm dia. | BI01010001010000000000000515BI0100001115 | 130 | Each |
| 184 | 184 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. | BI01010001010000000000000515BI0100001116 | 65 | Each |
| 185 | 185 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm | BI01010001010000000000000515BI0100001117 | 65 | Each |
| 186 | 186 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm | BI01010001010000000000000515BI0100001118 | 2 | each |
| 187 | 187 | 50 mm dia and weight not less than 1.5 Kg. | BI01010001010000000000000515BI0100001119 | 2 | each |
| 188 | 188 | 65 mm dia Full way valve | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 189 | 189 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber | BI01010001010000000000000515BI0100001120 | 6 | each |
| 190 | 190 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.48 | M3 |
| 191 | 191 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.36 | M3 |
| 192 | 192 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 | BI01010001010000000000000515BI0100001120 | 0.136 | M3 |
| 193 | 193 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 19 | Kg |
| 194 | 194 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 | BI01010001010000000000000515BI0100001120 | 5.76 | M2 |
| 195 | 195 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | MT |
| 196 | 196 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.16 | P.M3 |
| 197 | 197 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | P.M3 |
| 198 | 198 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.009 | MT |
| 199 | 199 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 82 | Each |
| 200 | 200 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. | BI01010001010000000000000515BI0100001120 | 8.905 | Cum |
| 201 | 201 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | BI01010001010000000000000515BI0100001120 | 4.225 | Cum |
| 202 | 202 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 52.65 | Cum |
| 203 | 203 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 7.28 | Cum |
| 204 | 204 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. | BI01010001010000000000000515BI0100001120 | 113.425 | sqm |
| 205 | 205 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 7.87 | MT |
| 206 | 206 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 5.2 | P.M3 |
| 207 | 207 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 5.07 | P.M3 |
| 208 | 208 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 975 | Each |
| 209 | 209 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 686.8 | P.M3 |
| 210 | 210 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 65 | Each |
| 211 | 211 | Making 30 cm( 12'') dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I. | BI01010001010000000000000515BI0100001120 | 12 | PMtr |
| 212 | 212 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.848 | PM3 |
| 213 | 213 | Labour cost of fitting and fixing Galvanised chain -link mess up height of 2 M including cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M | BI01010001010000000000000515BI0100001120 | 16 | Sq M |
| 214 | 214 | Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 215 | 215 | Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 8 | Each |
| 216 | 216 | Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 217 | 217 | Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25 x 25 x 5 mm size angle including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxes excluding the cost of Galvanised chain -link mess all complete. | BI01010001010000000000000515BI0100001120 | 23.5 | Per Kg |
| 218 | 218 | Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m - Lengh 8 M x 2 m high =16 M2 @ 3.1 kg/ M2=49.6 Kg say 50 Kg- | BI01010001010000000000000515BI0100001120 | 50 | Per Kg |
| 219 | 219 | Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg | BI01010001010000000000000515BI0100001120 | 100 | Per Kg |
| 220 | 220 | Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 221 | 221 | O & M Cost for 1st year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 222 | 222 | O & M Cost for 2nd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 223 | 223 | O & M Cost for 3rd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 224 | 224 | O & M Cost for 4th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 225 | 225 | O & M Cost for 5th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 226 | 226 | Provision of one no SIM card & its recharging cost for RMC | BI01010001010000000000000515BI0100001120 | 5 | Each |
| 227 | 227 | MODEL-II\nConstruction of 125mm x115mm x 90.0 M deep Drilled Tube Well.\nSupplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete\n(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas | BI01010001010000000000000515BI0100001120 | 30 | P/M |
| 228 | 228 | (b) 30.000m Up to 120.00m depth beyond . In Rural Areas | BI01010001010000000000000515BI0100001120 | 60 | P/M |
| 229 | 229 | Basic rate of 125mmdia Blue UPVC Casing pipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 | BI01010001010000000000000515BI0100001120 | 30 | P.M |
| 230 | 230 | Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 30 | P/M |
| 231 | 231 | Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 232 | 232 | Supplying labour ,cement and calcium chloride or betonies solution and equipment’s for grouting to casing pipe after lowering in the bore etc .all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 0.5 | p/Hour |
| 233 | 233 | Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/ | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 234 | 234 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 235 | 235 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. .......... 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 236 | 236 | Provision of solar night lamp. | BI01010001010000000000000515BI0100001120 | 1 | Each. |
| 237 | 237 | 8000 Litre Capacity R.C.C. Water Tank (2.1x2.1x2.1m Internal size) with 8 M staging having Utility Room at Ground Level.\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair | BI01010001010000000000000515BI0100001120 | 20.112 | M3 |
| 238 | 238 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair | BI01010001010000000000000515BI0100001120 | 1.586 | M3 |
| 239 | 239 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion | BI01010001010000000000000515BI0100001120 | 2.8 | M3 |
| 240 | 240 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room | BI01010001010000000000000515BI0100001120 | 1.964 | M3 |
| 241 | 241 | A. Column Utility Room. Roof beam to Tank beam M-25-Rate -7338+10% | BI01010001010000000000000515BI0100001113 | 1.26 | M3 |
| 242 | 242 | B. Column Tank beam to tank Roof M-30 Rate -7347+10% | BI01010001010000000000000515BI0100001114 | 0.36 | M3 |
| 243 | 243 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-25 landing | BI01010001010000000000000515BI0100001115 | 1.138 | M3 |
| 244 | 244 | Beam of Tank Floor M-30 | BI01010001010000000000000515BI0100001116 | 0.54 | M3 |
| 245 | 245 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall | BI01010001010000000000000515BI0100001117 | 4.298 | M3 |
| 246 | 246 | Tank Roof top landing | BI01010001010000000000000515BI0100001118 | 0.977 | M3 |
| 247 | 247 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair | BI01010001010000000000000515BI0100001119 | 0.384 | M3 |
| 248 | 248 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 3.99 | M2 |
| 249 | 249 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation | BI01010001010000000000000515BI0100001120 | 16.23 | M3 |
| 250 | 250 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair | BI01010001010000000000000515BI0100001120 | 0.979 | M3 |
| 251 | 251 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction | BI01010001010000000000000515BI0100001120 | 2.115 | M3 |
| 252 | 252 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 0.09 | M3 |
| 253 | 253 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 1.08 | M3 |
| 254 | 254 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick | BI01010001010000000000000515BI0100001120 | 1.04 | MT |
| 255 | 255 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window | BI01010001010000000000000515BI0100001120 | 36 | Kg |
| 256 | 256 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 1 | No |
| 257 | 257 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 258 | 258 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion | BI01010001010000000000000515BI0100001120 | 63.36 | M2 |
| 259 | 259 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window | BI01010001010000000000000515BI0100001120 | 39.36 | M2 |
| 260 | 260 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof | BI01010001010000000000000515BI0100001120 | 10.89 | M2 |
| 261 | 261 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado | BI01010001010000000000000515BI0100001120 | 5.97 | M2 |
| 262 | 262 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall | BI01010001010000000000000515BI0100001120 | 22.05 | M2 |
| 263 | 263 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing | BI01010001010000000000000515BI0100001120 | 22.05 | M2 |
| 264 | 264 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 120.72 | M2 |
| 265 | 265 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 66 | M2 |
| 266 | 266 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window | BI01010001010000000000000515BI0100001120 | 6.48 | M2 |
| 267 | 267 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 | BI01010001010000000000000515BI0100001120 | 6.75 | M |
| 268 | 268 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 | BI01010001010000000000000515BI0100001120 | 11.5 | M |
| 269 | 269 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 10.05 | MT |
| 270 | 270 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 9.9 | P.M3 |
| 271 | 271 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 12.13 | P.M3 |
| 272 | 272 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1.076 | MT |
| 273 | 273 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1392 | Each |
| 274 | 274 | Distribution Network & House Connection. including Platform & Stand post.\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 498 | P.M3 |
| 275 | 275 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete | BI01010001010000000000000515BI0100001120 | 5.63 | P/M3 |
| 276 | 276 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- | BI01010001010000000000000515BI0100001120 | 5.63 | P/M3 |
| 277 | 277 | Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main | BI01010001010000000000000515BI0100001120 | 15 | M |
| 278 | 278 | 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe | BI01010001010000000000000515BI0100001120 | 15 | M |
| 279 | 279 | Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 280 | 280 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 200 | P.M |
| 281 | 281 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 400 | P.M |
| 282 | 282 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 600 | P.M |
| 283 | 283 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia . | BI01010001010000000000000515BI0100001120 | 1 | each |
| 284 | 284 | 65mm dia | BI01010001010000000000000515BI0100001120 | 1 | each |
| 285 | 285 | Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 286 | 286 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 287 | 287 | 65 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 288 | 288 | Distribution 65 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 289 | 289 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 200 | P.M |
| 290 | 290 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 400 | P.M |
| 291 | 291 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 600 | P.M |
| 292 | 292 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) | BI01010001010000000000000515BI0100001120 | 36 | P.M |
| 293 | 293 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001120 | 36 | P.M |
| 294 | 294 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 72 | Each |
| 295 | 295 | (2) Reducer Socket - (a) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001120 | 36 | Each |
| 296 | 296 | (3) Nipple - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 72 | Each |
| 297 | 297 | (4) Plain Socket - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 72 | Each |
| 298 | 298 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. | BI01010001010000000000000515BI0100001120 | 36 | Each |
| 299 | 299 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm | BI01010001010000000000000515BI0100001120 | 36 | Each |
| 300 | 300 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm | BI01010001010000000000000515BI0100001120 | 1 | each |
| 301 | 301 | 50 mm dia and weight not less than 1.5 Kg. | BI01010001010000000000000515BI0100001113 | 1 | each |
| 302 | 302 | 65 mm dia Full way valve | BI01010001010000000000000515BI0100001114 | 1 | Each |
| 303 | 303 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber | BI01010001010000000000000515BI0100001115 | 3 | each |
| 304 | 304 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | BI01010001010000000000000515BI0100001116 | 0.24 | M3 |
| 305 | 305 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001117 | 0.18 | M3 |
| 306 | 306 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 | BI01010001010000000000000515BI0100001118 | 0.068 | M3 |
| 307 | 307 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001119 | 9.5 | Kg |
| 308 | 308 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 309 | 309 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.032 | MT |
| 310 | 310 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.08 | P.M3 |
| 311 | 311 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.035 | P.M3 |
| 312 | 312 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.0045 | MT |
| 313 | 313 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 43 | Each |
| 314 | 314 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. | BI01010001010000000000000515BI0100001120 | 4.932 | Cum |
| 315 | 315 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | BI01010001010000000000000515BI0100001120 | 2.34 | Cum |
| 316 | 316 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 29.16 | Cum |
| 317 | 317 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 4.032 | Cum |
| 318 | 318 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. | BI01010001010000000000000515BI0100001120 | 62.82 | sqm |
| 319 | 319 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 4.32 | MT |
| 320 | 320 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 2.88 | P.M3 |
| 321 | 321 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 2.81 | P.M3 |
| 322 | 322 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 540 | Each |
| 323 | 323 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 423.3 | P.M3 |
| 324 | 324 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 36 | Each |
| 325 | 325 | O & M Cost for 1st year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 326 | 326 | O & M Cost for 2nd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 327 | 327 | O & M Cost for 3rd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 328 | 328 | O & M Cost for 4th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 329 | 329 | O & M Cost for 5th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 330 | 330 | Provision of one no SIM card & its recharging cost for RMC | BI01010001010000000000000515BI0100001120 | 5 | Each |
| 331 | 331 | MODEL-IV\nConstruction of 02 NOs 200mm x165mm x120.00 M deep high yield Drilled Tube well \nCost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.\n(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas | BI01010001010000000000000515BI0100001120 | 100 | P/M |
| 332 | 332 | (b) Above 50.00 m depth. In Rural Areas | BI01010001010000000000000515BI0100001120 | 140 | P/M |
| 333 | 333 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 117) | BI01010001010000000000000515BI0100001120 | 60 | P.M |
| 334 | 334 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 335 | 335 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 336 | 336 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories..................... i) 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 337 | 337 | Provision of solar night lamp. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 338 | 338 | 16000 Litre Capacity R.C.C. Water Tank (2.7x2.7x2.6m Internal size) with 12 M staging having Utility Room at Ground Level.\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair | BI01010001010000000000000515BI0100001120 | 32.787 | M3 |
| 339 | 339 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair | BI01010001010000000000000515BI0100001120 | 2.329 | M3 |
| 340 | 340 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion | BI01010001010000000000000515BI0100001120 | 6.2 | M3 |
| 341 | 341 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room | BI01010001010000000000000515BI0100001120 | 1.9 | M3 |
| 342 | 342 | A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 343 | 343 | B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 344 | 344 | C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 0.54 | M3 |
| 345 | 345 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-30 landing | BI01010001010000000000000515BI0100001120 | 2.805 | M3 |
| 346 | 346 | Beam of Tank Floor M-30 | BI01010001010000000000000515BI0100001120 | 0.84 | M3 |
| 347 | 347 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall | BI01010001010000000000000515BI0100001120 | 5.958 | M3 |
| 348 | 348 | Tank Roof top M-25 landing | BI01010001010000000000000515BI0100001120 | 1.463 | M3 |
| 349 | 349 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 0.66 | M3 |
| 350 | 350 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 6.753 | M2 |
| 351 | 351 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation | BI01010001010000000000000515BI0100001120 | 20.155 | M3 |
| 352 | 352 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair | BI01010001010000000000000515BI0100001120 | 1.271 | M3 |
| 353 | 353 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction | BI01010001010000000000000515BI0100001120 | 2.115 | M3 |
| 354 | 354 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 0.09 | M3 |
| 355 | 355 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 1.08 | M3 |
| 356 | 356 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick | BI01010001010000000000000515BI0100001120 | 1.76 | MT |
| 357 | 357 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window | BI01010001010000000000000515BI0100001120 | 36 | Kg |
| 358 | 358 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 1 | No |
| 359 | 359 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 360 | 360 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion | BI01010001010000000000000515BI0100001120 | 103.92 | M2 |
| 361 | 361 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window | BI01010001010000000000000515BI0100001113 | 39.36 | M2 |
| 362 | 362 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof | BI01010001010000000000000515BI0100001114 | 18.81 | M2 |
| 363 | 363 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado | BI01010001010000000000000515BI0100001115 | 9.12 | M2 |
| 364 | 364 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall | BI01010001010000000000000515BI0100001116 | 35.37 | M2 |
| 365 | 365 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing | BI01010001010000000000000515BI0100001117 | 35.37 | M2 |
| 366 | 366 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001118 | 184.66 | M2 |
| 367 | 367 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001119 | 106.56 | M2 |
| 368 | 368 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window | BI01010001010000000000000515BI0100001120 | 6.48 | M2 |
| 369 | 369 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 | BI01010001010000000000000515BI0100001120 | 9 | M |
| 370 | 370 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 | BI01010001010000000000000515BI0100001120 | 18 | M |
| 371 | 371 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 16.66 | MT |
| 372 | 372 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 15.28 | P.M3 |
| 373 | 373 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 19.77 | P.M3 |
| 374 | 374 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1.796 | MT |
| 375 | 375 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1675 | Each |
| 376 | 376 | Distribution Network & House Connection including Platform & Stand post\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 868 | P.M3 |
| 377 | 377 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete | BI01010001010000000000000515BI0100001120 | 15 | P/M3 |
| 378 | 378 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- | BI01010001010000000000000515BI0100001120 | 15 | P/M3 |
| 379 | 379 | Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main | BI01010001010000000000000515BI0100001120 | 90 | M |
| 380 | 380 | 80 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe | BI01010001010000000000000515BI0100001120 | 15 | M |
| 381 | 381 | Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 30 | P.M |
| 382 | 382 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 310 | P.M |
| 383 | 383 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 660 | P.M |
| 384 | 384 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1065 | P.M |
| 385 | 385 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . | BI01010001010000000000000515BI0100001120 | 1 | each |
| 386 | 386 | 65mm dia | BI01010001010000000000000515BI0100001120 | 2 | each |
| 387 | 387 | Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 388 | 388 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n80 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 389 | 389 | 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 90 | P.M |
| 390 | 390 | Distribution 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 30 | P.M |
| 391 | 391 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 310 | P.M |
| 392 | 392 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 660 | P.M |
| 393 | 393 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1065 | P.M |
| 394 | 394 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) | BI01010001010000000000000515BI0100001120 | 71 | P.M |
| 395 | 395 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001120 | 71 | P.M |
| 396 | 396 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 142 | Each |
| 397 | 397 | (2) Reducer Socket - (a) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001120 | 71 | Each |
| 398 | 398 | (3) Nipple - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 142 | Each |
| 399 | 399 | (4) Plain Socket - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 142 | Each |
| 400 | 400 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. | BI01010001010000000000000515BI0100001120 | 71 | Each |
| 401 | 401 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm | BI01010001010000000000000515BI0100001120 | 71 | Each |
| 402 | 402 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm | BI01010001010000000000000515BI0100001120 | 2 | each |
| 403 | 403 | 50 mm dia and weight not less than 1.5 Kg. | BI01010001010000000000000515BI0100001120 | 2 | each |
| 404 | 404 | 65 mm dia Full way valve | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 405 | 405 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber | BI01010001010000000000000515BI0100001120 | 6 | each |
| 406 | 406 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.48 | M3 |
| 407 | 407 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.36 | M3 |
| 408 | 408 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 | BI01010001010000000000000515BI0100001120 | 0.136 | M3 |
| 409 | 409 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 19 | Kg |
| 410 | 410 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 | BI01010001010000000000000515BI0100001120 | 5.76 | M2 |
| 411 | 411 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | MT |
| 412 | 412 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.16 | P.M3 |
| 413 | 413 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | P.M3 |
| 414 | 414 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.009 | MT |
| 415 | 415 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 82 | Each |
| 416 | 416 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. | BI01010001010000000000000515BI0100001120 | 9.727 | Cum |
| 417 | 417 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | BI01010001010000000000000515BI0100001120 | 4.615 | Cum |
| 418 | 418 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 57.51 | Cum |
| 419 | 419 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 7.952 | Cum |
| 420 | 420 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. | BI01010001010000000000000515BI0100001120 | 123.895 | sqm |
| 421 | 421 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001113 | 8.6 | MT |
| 422 | 422 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001114 | 5.68 | P.M3 |
| 423 | 423 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001115 | 5.54 | P.M3 |
| 424 | 424 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001116 | 1065 | Each |
| 425 | 425 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001117 | 737.8 | P.M3 |
| 426 | 426 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. | BI01010001010000000000000515BI0100001118 | 71 | Each |
| 427 | 427 | Making 30 cm( 12'') dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I. | BI01010001010000000000000515BI0100001119 | 12 | PMtr |
| 428 | 428 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.848 | PM3 |
| 429 | 429 | Labour cost of fitting and fixing Galvanised chain -link mess up height of 2 M including cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M | BI01010001010000000000000515BI0100001120 | 16 | Sq M |
| 430 | 430 | Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 431 | 431 | Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 8 | Each |
| 432 | 432 | Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 433 | 433 | Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25 x 25 x 5 mm size angle including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxes excluding the cost of Galvanised chain -link mess all complete. | BI01010001010000000000000515BI0100001120 | 23.5 | Per Kg |
| 434 | 434 | Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m - Lengh 8 M x 2 m high =16 M2 @ 3.1 kg/ M2=49.6 Kg say 50 Kg- | BI01010001010000000000000515BI0100001120 | 50 | Per Kg |
| 435 | 435 | Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg | BI01010001010000000000000515BI0100001120 | 100 | Per Kg |
| 436 | 436 | Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 437 | 437 | O & M Cost for 1st year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 438 | 438 | O & M Cost for 2nd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 439 | 439 | O & M Cost for 3rd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 440 | 440 | O & M Cost for 4th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 441 | 441 | O & M Cost for 5th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 442 | 442 | Provision of one no SIM card & its recharging cost for RMC | BI01010001010000000000000515BI0100001120 | 5 | Each |
| 443 | 443 | MODEL-IV\nConstruction of 02 NOs 200mm x165mm x120.00 M deep high yield Drilled Tube well \nCost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.\n(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas | BI01010001010000000000000515BI0100001120 | 100 | P/M |
| 444 | 444 | (b) Above 50.00 m depth. In Rural Areas | BI01010001010000000000000515BI0100001120 | 140 | P/M |
| 445 | 445 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 117) | BI01010001010000000000000515BI0100001120 | 60 | P.M |
| 446 | 446 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 447 | 447 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 448 | 448 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories..................... i) 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 449 | 449 | Provision of solar night lamp. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 450 | 450 | 16000 Litre Capacity R.C.C. Water Tank (2.7x2.7x2.6m Internal size) with 12 M staging having Utility Room at Ground Level.\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair | BI01010001010000000000000515BI0100001120 | 32.787 | M3 |
| 451 | 451 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair | BI01010001010000000000000515BI0100001120 | 2.329 | M3 |
| 452 | 452 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion | BI01010001010000000000000515BI0100001120 | 6.2 | M3 |
| 453 | 453 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room | BI01010001010000000000000515BI0100001120 | 1.9 | M3 |
| 454 | 454 | A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 455 | 455 | B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 456 | 456 | C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 0.54 | M3 |
| 457 | 457 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-30 landing | BI01010001010000000000000515BI0100001120 | 2.805 | M3 |
| 458 | 458 | Beam of Tank Floor M-30 | BI01010001010000000000000515BI0100001120 | 0.84 | M3 |
| 459 | 459 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall | BI01010001010000000000000515BI0100001120 | 5.958 | M3 |
| 460 | 460 | Tank Roof top M-25 landing | BI01010001010000000000000515BI0100001120 | 1.463 | M3 |
| 461 | 461 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 0.66 | M3 |
| 462 | 462 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 6.753 | M2 |
| 463 | 463 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation | BI01010001010000000000000515BI0100001120 | 20.155 | M3 |
| 464 | 464 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair | BI01010001010000000000000515BI0100001120 | 1.271 | M3 |
| 465 | 465 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction | BI01010001010000000000000515BI0100001120 | 2.115 | M3 |
| 466 | 466 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 0.09 | M3 |
| 467 | 467 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 1.08 | M3 |
| 468 | 468 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick | BI01010001010000000000000515BI0100001120 | 1.76 | MT |
| 469 | 469 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window | BI01010001010000000000000515BI0100001120 | 36 | Kg |
| 470 | 470 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 1 | No |
| 471 | 471 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 472 | 472 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion | BI01010001010000000000000515BI0100001120 | 103.92 | M2 |
| 473 | 473 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window | BI01010001010000000000000515BI0100001120 | 39.36 | M2 |
| 474 | 474 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof | BI01010001010000000000000515BI0100001120 | 18.81 | M2 |
| 475 | 475 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado | BI01010001010000000000000515BI0100001120 | 9.12 | M2 |
| 476 | 476 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall | BI01010001010000000000000515BI0100001120 | 35.37 | M2 |
| 477 | 477 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing | BI01010001010000000000000515BI0100001120 | 35.37 | M2 |
| 478 | 478 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 184.66 | M2 |
| 479 | 479 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 106.56 | M2 |
| 480 | 480 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window | BI01010001010000000000000515BI0100001120 | 6.48 | M2 |
| 481 | 481 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 | BI01010001010000000000000515BI0100001113 | 9 | M |
| 482 | 482 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 | BI01010001010000000000000515BI0100001114 | 18 | M |
| 483 | 483 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001115 | 16.66 | MT |
| 484 | 484 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001116 | 15.28 | P.M3 |
| 485 | 485 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001117 | 19.77 | P.M3 |
| 486 | 486 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001118 | 1.796 | MT |
| 487 | 487 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001119 | 1675 | Each |
| 488 | 488 | Distribution Network & House Connection including Platform & Stand post\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1228.8 | P.M3 |
| 489 | 489 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete | BI01010001010000000000000515BI0100001120 | 15 | P/M3 |
| 490 | 490 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- | BI01010001010000000000000515BI0100001120 | 15 | P/M3 |
| 491 | 491 | Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main | BI01010001010000000000000515BI0100001120 | 90 | M |
| 492 | 492 | 80 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe | BI01010001010000000000000515BI0100001120 | 15 | M |
| 493 | 493 | Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 40 | P.M |
| 494 | 494 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 430 | P.M |
| 495 | 495 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 982 | P.M |
| 496 | 496 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1515 | P.M |
| 497 | 497 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . | BI01010001010000000000000515BI0100001120 | 1 | each |
| 498 | 498 | 65mm dia | BI01010001010000000000000515BI0100001120 | 2 | each |
| 499 | 499 | Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 500 | 500 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n80 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 501 | 501 | 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 90 | P.M |
| 502 | 502 | Distribution 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 40 | P.M |
| 503 | 503 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 430 | P.M |
| 504 | 504 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 982 | P.M |
| 505 | 505 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1515 | P.M |
| 506 | 506 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) | BI01010001010000000000000515BI0100001120 | 101 | P.M |
| 507 | 507 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001120 | 101 | P.M |
| 508 | 508 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 202 | Each |
| 509 | 509 | (2) Reducer Socket - (a) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001120 | 101 | Each |
| 510 | 510 | (3) Nipple - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 202 | Each |
| 511 | 511 | (4) Plain Socket - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 202 | Each |
| 512 | 512 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. | BI01010001010000000000000515BI0100001120 | 101 | Each |
| 513 | 513 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm | BI01010001010000000000000515BI0100001120 | 101 | Each |
| 514 | 514 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm | BI01010001010000000000000515BI0100001120 | 2 | each |
| 515 | 515 | 50 mm dia and weight not less than 1.5 Kg. | BI01010001010000000000000515BI0100001120 | 2 | each |
| 516 | 516 | 65 mm dia Full way valve | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 517 | 517 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber | BI01010001010000000000000515BI0100001120 | 6 | each |
| 518 | 518 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.48 | M3 |
| 519 | 519 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.36 | M3 |
| 520 | 520 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 | BI01010001010000000000000515BI0100001120 | 0.136 | M3 |
| 521 | 521 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 19 | Kg |
| 522 | 522 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 | BI01010001010000000000000515BI0100001120 | 5.76 | M2 |
| 523 | 523 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | MT |
| 524 | 524 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.16 | P.M3 |
| 525 | 525 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | P.M3 |
| 526 | 526 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.009 | MT |
| 527 | 527 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 82 | Each |
| 528 | 528 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. | BI01010001010000000000000515BI0100001120 | 13.837 | Cum |
| 529 | 529 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | BI01010001010000000000000515BI0100001120 | 6.565 | Cum |
| 530 | 530 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 81.81 | Cum |
| 531 | 531 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 11.312 | Cum |
| 532 | 532 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. | BI01010001010000000000000515BI0100001120 | 176.245 | sqm |
| 533 | 533 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 12.23 | MT |
| 534 | 534 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 8.08 | P.M3 |
| 535 | 535 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 7.88 | P.M3 |
| 536 | 536 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1515 | Each |
| 537 | 537 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 1044.48 | P.M3 |
| 538 | 538 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 101 | Each |
| 539 | 539 | Making 30 cm( 12'') dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I. | BI01010001010000000000000515BI0100001120 | 12 | PMtr |
| 540 | 540 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.848 | PM3 |
| 541 | 541 | Labour cost of fitting and fixing Galvanised chain -link mess up height of 2 M including cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M | BI01010001010000000000000515BI0100001113 | 16 | Sq M |
| 542 | 542 | Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001114 | 48 | Each |
| 543 | 543 | Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001115 | 8 | Each |
| 544 | 544 | Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001116 | 48 | Each |
| 545 | 545 | Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25 x 25 x 5 mm size angle including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxes excluding the cost of Galvanised chain -link mess all complete. | BI01010001010000000000000515BI0100001117 | 23.5 | Per Kg |
| 546 | 546 | Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m - Lengh 8 M x 2 m high =16 M2 @ 3.1 kg/ M2=49.6 Kg say 50 Kg- | BI01010001010000000000000515BI0100001118 | 50 | Per Kg |
| 547 | 547 | Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg | BI01010001010000000000000515BI0100001119 | 100 | Per Kg |
| 548 | 548 | Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 549 | 549 | O & M Cost for 1st year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 550 | 550 | O & M Cost for 2nd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 551 | 551 | O & M Cost for 3rd year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 552 | 552 | O & M Cost for 4th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 553 | 553 | O & M Cost for 5th year | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 554 | 554 | Provision of one no SIM card & its recharging cost for RMC | BI01010001010000000000000515BI0100001120 | 5 | Each |
| 555 | 555 | MODEL-IV\nConstruction of 02 NOs 200mm x165mm x120.00 M deep high yield Drilled Tube well \nCost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.\n(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas | BI01010001010000000000000515BI0100001120 | 100 | P/M |
| 556 | 556 | (b) Above 50.00 m depth. In Rural Areas | BI01010001010000000000000515BI0100001120 | 140 | P/M |
| 557 | 557 | Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job. (DWSD Item 117) | BI01010001010000000000000515BI0100001120 | 60 | P.M |
| 558 | 558 | Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 559 | 559 | Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 560 | 560 | Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories..................... i) 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 561 | 561 | Provision of solar night lamp. | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 562 | 562 | 16000 Litre Capacity R.C.C. Water Tank (2.7x2.7x2.6m Internal size) with 12 M staging having Utility Room at Ground Level.\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair | BI01010001010000000000000515BI0100001120 | 32.787 | M3 |
| 563 | 563 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair | BI01010001010000000000000515BI0100001120 | 2.329 | M3 |
| 564 | 564 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion | BI01010001010000000000000515BI0100001120 | 6.2 | M3 |
| 565 | 565 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room | BI01010001010000000000000515BI0100001120 | 1.9 | M3 |
| 566 | 566 | A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 567 | 567 | B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 1.26 | M3 |
| 568 | 568 | C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% | BI01010001010000000000000515BI0100001120 | 0.54 | M3 |
| 569 | 569 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-30 landing | BI01010001010000000000000515BI0100001120 | 2.805 | M3 |
| 570 | 570 | Beam of Tank Floor M-30 | BI01010001010000000000000515BI0100001120 | 0.84 | M3 |
| 571 | 571 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall | BI01010001010000000000000515BI0100001120 | 5.958 | M3 |
| 572 | 572 | Tank Roof top M-25 landing | BI01010001010000000000000515BI0100001120 | 1.463 | M3 |
| 573 | 573 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 0.66 | M3 |
| 574 | 574 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair | BI01010001010000000000000515BI0100001120 | 6.753 | M2 |
| 575 | 575 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation | BI01010001010000000000000515BI0100001120 | 20.155 | M3 |
| 576 | 576 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair | BI01010001010000000000000515BI0100001120 | 1.271 | M3 |
| 577 | 577 | Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction | BI01010001010000000000000515BI0100001120 | 2.115 | M3 |
| 578 | 578 | Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 0.09 | M3 |
| 579 | 579 | Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 1.08 | M3 |
| 580 | 580 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick | BI01010001010000000000000515BI0100001120 | 1.76 | MT |
| 581 | 581 | Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window | BI01010001010000000000000515BI0100001120 | 36 | Kg |
| 582 | 582 | Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 1 | No |
| 583 | 583 | Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window | BI01010001010000000000000515BI0100001120 | 2.88 | M2 |
| 584 | 584 | Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion | BI01010001010000000000000515BI0100001120 | 103.92 | M2 |
| 585 | 585 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window | BI01010001010000000000000515BI0100001120 | 39.36 | M2 |
| 586 | 586 | Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof | BI01010001010000000000000515BI0100001120 | 18.81 | M2 |
| 587 | 587 | Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado | BI01010001010000000000000515BI0100001120 | 9.12 | M2 |
| 588 | 588 | Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall | BI01010001010000000000000515BI0100001120 | 35.37 | M2 |
| 589 | 589 | Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing | BI01010001010000000000000515BI0100001120 | 35.37 | M2 |
| 590 | 590 | Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 184.66 | M2 |
| 591 | 591 | Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja | BI01010001010000000000000515BI0100001120 | 106.56 | M2 |
| 592 | 592 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window | BI01010001010000000000000515BI0100001120 | 6.48 | M2 |
| 593 | 593 | Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 | BI01010001010000000000000515BI0100001120 | 9 | M |
| 594 | 594 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 | BI01010001010000000000000515BI0100001120 | 18 | M |
| 595 | 595 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 16.66 | MT |
| 596 | 596 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 15.28 | P.M3 |
| 597 | 597 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 19.77 | P.M3 |
| 598 | 598 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1.796 | MT |
| 599 | 599 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1675 | Each |
| 600 | 600 | Distribution Network & House Connection including Platform & Stand post\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1170 | P.M3 |
| 601 | 601 | Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete | BI01010001010000000000000515BI0100001113 | 15 | P/M3 |
| 602 | 602 | Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- | BI01010001010000000000000515BI0100001114 | 15 | P/M3 |
| 603 | 603 | Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main | BI01010001010000000000000515BI0100001115 | 90 | M |
| 604 | 604 | 80 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe | BI01010001010000000000000515BI0100001116 | 15 | M |
| 605 | 605 | Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001117 | 30 | P.M |
| 606 | 606 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001118 | 400 | P.M |
| 607 | 607 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001119 | 920 | P.M |
| 608 | 608 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1470 | P.M |
| 609 | 609 | Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . | BI01010001010000000000000515BI0100001120 | 1 | each |
| 610 | 610 | 65mm dia | BI01010001010000000000000515BI0100001120 | 2 | each |
| 611 | 611 | Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. | BI01010001010000000000000515BI0100001120 | 1 | each |
| 612 | 612 | Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n80 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 15 | P.M |
| 613 | 613 | 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 90 | P.M |
| 614 | 614 | Distribution 63 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 30 | P.M |
| 615 | 615 | 50 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 400 | P.M |
| 616 | 616 | 32 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 920 | P.M |
| 617 | 617 | 20 mm HDPE Pipe- | BI01010001010000000000000515BI0100001120 | 1470 | P.M |
| 618 | 618 | Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) | BI01010001010000000000000515BI0100001120 | 98 | P.M |
| 619 | 619 | Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe | BI01010001010000000000000515BI0100001120 | 98 | P.M |
| 620 | 620 | Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 196 | Each |
| 621 | 621 | (2) Reducer Socket - (a) 20 x 15 mm dia. | BI01010001010000000000000515BI0100001120 | 98 | Each |
| 622 | 622 | (3) Nipple - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 196 | Each |
| 623 | 623 | (4) Plain Socket - (a) 15 mm dia. | BI01010001010000000000000515BI0100001120 | 196 | Each |
| 624 | 624 | Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. | BI01010001010000000000000515BI0100001120 | 98 | Each |
| 625 | 625 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm | BI01010001010000000000000515BI0100001120 | 98 | Each |
| 626 | 626 | Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm | BI01010001010000000000000515BI0100001120 | 2 | each |
| 627 | 627 | 50 mm dia and weight not less than 1.5 Kg. | BI01010001010000000000000515BI0100001120 | 2 | each |
| 628 | 628 | 65 mm dia Full way valve | BI01010001010000000000000515BI0100001120 | 2 | Each |
| 629 | 629 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber | BI01010001010000000000000515BI0100001120 | 6 | each |
| 630 | 630 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.48 | M3 |
| 631 | 631 | Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.36 | M3 |
| 632 | 632 | Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 | BI01010001010000000000000515BI0100001120 | 0.136 | M3 |
| 633 | 633 | Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 19 | Kg |
| 634 | 634 | Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 | BI01010001010000000000000515BI0100001120 | 5.76 | M2 |
| 635 | 635 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | MT |
| 636 | 636 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.16 | P.M3 |
| 637 | 637 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.07 | P.M3 |
| 638 | 638 | Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 0.009 | MT |
| 639 | 639 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 78 | Each |
| 640 | 640 | Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. | BI01010001010000000000000515BI0100001120 | 13.426 | Cum |
| 641 | 641 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) | BI01010001010000000000000515BI0100001120 | 6.37 | Cum |
| 642 | 642 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 79.38 | Cum |
| 643 | 643 | Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 10.976 | Cum |
| 644 | 644 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. | BI01010001010000000000000515BI0100001120 | 171.01 | sqm |
| 645 | 645 | Carriage of Materials\nCement Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 11.86 | MT |
| 646 | 646 | Carriage of Materials\nSand Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 7.84 | P.M3 |
| 647 | 647 | Carriage of Materials\nStone Chips Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 7.64 | P.M3 |
| 648 | 648 | Carriage of Materials \nBricks Lead 20 Km (avr) | BI01010001010000000000000515BI0100001120 | 1470 | Each |
| 649 | 649 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001120 | 994.5 | P.M3 |
| 650 | 650 | Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 98 | Each |
| 651 | 651 | Making 30 cm( 12'') dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I. | BI01010001010000000000000515BI0100001120 | 12 | PMtr |
| 652 | 652 | Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I. | BI01010001010000000000000515BI0100001120 | 0.848 | PM3 |
| 653 | 653 | Labour cost of fitting and fixing Galvanised chain -link mess up height of 2 M including cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I. 8 x 2 =16 Sq M | BI01010001010000000000000515BI0100001120 | 16 | Sq M |
| 654 | 654 | Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 655 | 655 | Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 8 | Each |
| 656 | 656 | Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I. | BI01010001010000000000000515BI0100001120 | 48 | Each |
| 657 | 657 | Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25 x 25 x 5 mm size angle including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxes excluding the cost of Galvanised chain -link mess all complete. | BI01010001010000000000000515BI0100001120 | 23.5 | Per Kg |
| 658 | 658 | Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m - Lengh 8 M x 2 m high =16 M2 @ 3.1 kg/ M2=49.6 Kg say 50 Kg- | BI01010001010000000000000515BI0100001120 | 50 | Per Kg |
| 659 | 659 | Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg | BI01010001010000000000000515BI0100001120 | 100 | Per Kg |
| 660 | 660 | Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% | BI01010001010000000000000515BI0100001120 | 1 | Each |
| 661 | 661 | O & M Cost for 1st year | BI01010001010000000000000515BI0100001113 | 1 | Each |
| 662 | 662 | O & M Cost for 2nd year | BI01010001010000000000000515BI0100001114 | 1 | Each |
| 663 | 663 | O & M Cost for 3rd year | BI01010001010000000000000515BI0100001115 | 1 | Each |
| 664 | 664 | O & M Cost for 4th year | BI01010001010000000000000515BI0100001116 | 1 | Each |
| 665 | 665 | O & M Cost for 5th year | BI01010001010000000000000515BI0100001117 | 1 | Each |
| 666 | 666 | Provision of one no SIM card & its recharging cost for RMC | BI01010001010000000000000515BI0100001118 | 5 | Each |
| 667 | 667 | 12% GST | BI01010001010000000000000515BI0100001120 | 1 | % |
| 668 | 668 | Labour cess | BI01010001010000000000000515BI0100001120 | 1 | % |
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