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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-41, GIRIDIH-Jharkhand

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-41. Submission Date for this Tender is 06-03-2021. Pump Supply Tenders in GIRIDIH Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

27147840
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-41
Open Tender
Indian
Jharkhand
GIRIDIH
06-03-2021

Tender Details

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-41

Key Value

Document Fees
INR 10000 /-
EMD
INR 249000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of mini rural water supply Scheme Solar motor pump complete set in NAWADIH group of SVS under JJM D.W.S. Division, no 2 Giridih for the Year 2020-21 (GROUP NO SVS-41)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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 BI01010001010000000000000515BI0100001113 100 P/M
2 2 (b) Above 50.00 m depth. In Rural Areas BI01010001010000000000000515BI0100001114 140 P/M
3 3 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) BI01010001010000000000000515BI0100001115 60 P.M
4 4 Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. BI01010001010000000000000515BI0100001116 2 Each
5 5 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 BI01010001010000000000000515BI0100001117 2 Each
6 6 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) BI01010001010000000000000515BI0100001118 2 Each
7 7 Provision of solar night lamp. BI01010001010000000000000515BI0100001119 2 Each
8 8 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
9 9 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
10 10 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
11 11 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
12 12 A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 1.26 M3
13 13 B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 1.26 M3
14 14 C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 0.54 M3
15 15 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
16 16 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.84 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-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall BI01010001010000000000000515BI0100001120 5.958 M3
18 18 Tank Roof top M-25 landing BI01010001010000000000000515BI0100001120 1.463 M3
19 19 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
20 20 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
21 21 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
22 22 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
23 23 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
24 24 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
25 25 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
26 26 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
27 27 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
28 28 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
29 29 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
30 30 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
31 31 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
32 32 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
33 33 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
34 34 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
35 35 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
36 36 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
37 37 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
38 38 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
39 39 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
40 40 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
41 41 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 16.66 MT
42 42 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 15.28 P.M3
43 43 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 19.77 P.M3
44 44 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.796 MT
45 45 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1675 Each
46 46 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 862 P.M3
47 47 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
48 48 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
49 49 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
50 50 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
51 51 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
52 52 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 300 P.M
53 53 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 625 P.M
54 54 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1095 P.M
55 55 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . BI01010001010000000000000515BI0100001120 1 each
56 56 65mm dia BI01010001010000000000000515BI0100001120 2 each
57 57 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
58 58 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
59 59 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
60 60 Distribution 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 30 P.M
61 61 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001113 300 P.M
62 62 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001114 625 P.M
63 63 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001115 1095 P.M
64 64 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) BI01010001010000000000000515BI0100001116 73 P.M
65 65 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 BI01010001010000000000000515BI0100001117 73 P.M
66 66 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. BI01010001010000000000000515BI0100001118 146 Each
67 67 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001119 73 Each
68 68 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 146 Each
69 69 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 146 Each
70 70 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 73 Each
71 71 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 73 Each
72 72 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
73 73 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 2 each
74 74 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 2 Each
75 75 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
76 76 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
77 77 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
78 78 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
79 79 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
80 80 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
81 81 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 MT
82 82 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.16 P.M3
83 83 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 P.M3
84 84 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.009 MT
85 85 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 84 Each
86 86 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 10.001 Cum
87 87 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 4.745 Cum
88 88 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 59.13 Cum
89 89 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 8.176 Cum
90 90 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 127.385 sqm
91 91 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 8.84 MT
92 92 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.84 P.M3
93 93 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.69 P.M3
94 94 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1095 Each
95 95 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 732.7 P.M3
96 96 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 73 Each
97 97 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
98 98 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
99 99 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
100 100 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
101 101 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
102 102 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
103 103 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
104 104 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
105 105 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
106 106 Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% BI01010001010000000000000515BI0100001120 1 Each
107 107 O & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
108 108 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
109 109 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
110 110 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
111 111 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
112 112 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
113 113 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
114 114 (b) Above 50.00 m depth. In Rural Areas BI01010001010000000000000515BI0100001120 140 P/M
115 115 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
116 116 Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. BI01010001010000000000000515BI0100001120 2 Each
117 117 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
118 118 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
119 119 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 2 Each
120 120 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
121 121 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 BI01010001010000000000000515BI0100001113 2.329 M3
122 122 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 BI01010001010000000000000515BI0100001114 6.2 M3
123 123 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 BI01010001010000000000000515BI0100001115 1.9 M3
124 124 A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% BI01010001010000000000000515BI0100001116 1.26 M3
125 125 B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001117 1.26 M3
126 126 C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001118 0.54 M3
127 127 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 BI01010001010000000000000515BI0100001119 2.805 M3
128 128 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.84 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-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall BI01010001010000000000000515BI0100001120 5.958 M3
130 130 Tank Roof top M-25 landing BI01010001010000000000000515BI0100001120 1.463 M3
131 131 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
132 132 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
133 133 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
134 134 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
135 135 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
136 136 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
137 137 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
138 138 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
139 139 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
140 140 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
141 141 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
142 142 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
143 143 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
144 144 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
145 145 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
146 146 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
147 147 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
148 148 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
149 149 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
150 150 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
151 151 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
152 152 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
153 153 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 16.66 MT
154 154 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 15.28 P.M3
155 155 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 19.77 P.M3
156 156 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.796 MT
157 157 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1675 Each
158 158 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 866 P.M3
159 159 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
160 160 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
161 161 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
162 162 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
163 163 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
164 164 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 320 P.M
165 165 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 600 P.M
166 166 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1110 P.M
167 167 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . BI01010001010000000000000515BI0100001120 1 each
168 168 65mm dia BI01010001010000000000000515BI0100001120 2 each
169 169 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
170 170 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
171 171 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
172 172 Distribution 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 30 P.M
173 173 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 320 P.M
174 174 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 600 P.M
175 175 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1110 P.M
176 176 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 74 P.M
177 177 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 74 P.M
178 178 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 148 Each
179 179 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 74 Each
180 180 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 148 Each
181 181 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001113 148 Each
182 182 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. BI01010001010000000000000515BI0100001114 74 Each
183 183 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 BI01010001010000000000000515BI0100001115 74 Each
184 184 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 BI01010001010000000000000515BI0100001116 2 each
185 185 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001117 2 each
186 186 65 mm dia Full way valve BI01010001010000000000000515BI0100001118 2 Each
187 187 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 BI01010001010000000000000515BI0100001119 6 each
188 188 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
189 189 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
190 190 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
191 191 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
192 192 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
193 193 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 MT
194 194 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.16 P.M3
195 195 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 P.M3
196 196 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.009 MT
197 197 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 83 Each
198 198 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 10.138 Cum
199 199 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 4.81 Cum
200 200 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 59.94 Cum
201 201 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 8.288 Cum
202 202 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 129.13 sqm
203 203 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 8.96 MT
204 204 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.92 P.M3
205 205 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.77 P.M3
206 206 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1110 Each
207 207 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 736.1 P.M3
208 208 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 74 Each
209 209 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
210 210 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
211 211 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
212 212 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
213 213 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
214 214 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
215 215 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
216 216 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
217 217 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
218 218 Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% BI01010001010000000000000515BI0100001120 1 Each
219 219 O & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
220 220 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
221 221 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
222 222 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
223 223 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
224 224 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
225 225 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
226 226 (b) Above 50.00 m depth. In Rural Areas BI01010001010000000000000515BI0100001120 140 P/M
227 227 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
228 228 Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. BI01010001010000000000000515BI0100001120 2 Each
229 229 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
230 230 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
231 231 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 2 Each
232 232 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
233 233 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
234 234 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
235 235 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
236 236 A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 1.26 M3
237 237 B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 1.26 M3
238 238 C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 0.54 M3
239 239 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
240 240 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.84 M3
241 241 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 BI01010001010000000000000515BI0100001113 5.958 M3
242 242 Tank Roof top M-25 landing BI01010001010000000000000515BI0100001114 1.463 M3
243 243 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 BI01010001010000000000000515BI0100001115 0.66 M3
244 244 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 BI01010001010000000000000515BI0100001116 6.753 M2
245 245 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 BI01010001010000000000000515BI0100001117 20.155 M3
246 246 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 BI01010001010000000000000515BI0100001118 1.271 M3
247 247 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 BI01010001010000000000000515BI0100001119 2.115 M3
248 248 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
249 249 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
250 250 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
251 251 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
252 252 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
253 253 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
254 254 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
255 255 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
256 256 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
257 257 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
258 258 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
259 259 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
260 260 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
261 261 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
262 262 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
263 263 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
264 264 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
265 265 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 16.66 MT
266 266 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 15.28 P.M3
267 267 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 19.77 P.M3
268 268 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.796 MT
269 269 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1675 Each
270 270 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 886 P.M3
271 271 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
272 272 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
273 273 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
274 274 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
275 275 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
276 276 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 320 P.M
277 277 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 620 P.M
278 278 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1140 P.M
279 279 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . BI01010001010000000000000515BI0100001120 1 each
280 280 65mm dia BI01010001010000000000000515BI0100001120 2 each
281 281 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
282 282 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
283 283 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
284 284 Distribution 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 30 P.M
285 285 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 320 P.M
286 286 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 620 P.M
287 287 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1140 P.M
288 288 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 76 P.M
289 289 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 76 P.M
290 290 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 152 Each
291 291 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 76 Each
292 292 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 152 Each
293 293 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 152 Each
294 294 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 76 Each
295 295 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 76 Each
296 296 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
297 297 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 2 each
298 298 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 2 Each
299 299 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
300 300 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
301 301 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. BI01010001010000000000000515BI0100001113 0.36 M3
302 302 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 BI01010001010000000000000515BI0100001114 0.136 M3
303 303 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. BI01010001010000000000000515BI0100001115 19 Kg
304 304 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 BI01010001010000000000000515BI0100001116 5.76 M2
305 305 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001117 0.07 MT
306 306 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001118 0.16 P.M3
307 307 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001119 0.07 P.M3
308 308 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.009 MT
309 309 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 83 Each
310 310 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 10.412 Cum
311 311 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 4.94 Cum
312 312 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 61.56 Cum
313 313 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 8.512 Cum
314 314 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 132.62 sqm
315 315 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 9.2 MT
316 316 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 6.08 P.M3
317 317 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.93 P.M3
318 318 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1140 Each
319 319 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 753.1 P.M3
320 320 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 76 Each
321 321 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
322 322 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
323 323 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
324 324 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
325 325 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
326 326 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
327 327 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
328 328 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
329 329 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
330 330 Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% BI01010001010000000000000515BI0100001120 1 Each
331 331 O & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
332 332 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
333 333 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
334 334 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
335 335 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
336 336 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
337 337 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
338 338 (b) Above 50.00 m depth. In Rural Areas BI01010001010000000000000515BI0100001120 140 P/M
339 339 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
340 340 Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. BI01010001010000000000000515BI0100001120 2 Each
341 341 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
342 342 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
343 343 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 2 Each
344 344 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
345 345 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
346 346 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
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-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
348 348 A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 1.26 M3
349 349 B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 1.26 M3
350 350 C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 0.54 M3
351 351 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
352 352 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.84 M3
353 353 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
354 354 Tank Roof top M-25 landing BI01010001010000000000000515BI0100001120 1.463 M3
355 355 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
356 356 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
357 357 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
358 358 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
359 359 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
360 360 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
361 361 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 BI01010001010000000000000515BI0100001113 1.08 M3
362 362 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 BI01010001010000000000000515BI0100001114 1.76 MT
363 363 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 BI01010001010000000000000515BI0100001115 36 Kg
364 364 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. BI01010001010000000000000515BI0100001116 1 No
365 365 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 BI01010001010000000000000515BI0100001117 2.88 M2
366 366 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 BI01010001010000000000000515BI0100001118 103.92 M2
367 367 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 BI01010001010000000000000515BI0100001119 39.36 M2
368 368 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
369 369 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
370 370 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
371 371 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
372 372 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
373 373 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
374 374 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
375 375 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
376 376 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
377 377 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 16.66 MT
378 378 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 15.28 P.M3
379 379 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 19.77 P.M3
380 380 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.796 MT
381 381 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1675 Each
382 382 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 896 P.M3
383 383 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
384 384 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
385 385 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
386 386 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
387 387 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
388 388 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 350 P.M
389 389 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 600 P.M
390 390 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1155 P.M
391 391 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . BI01010001010000000000000515BI0100001120 1 each
392 392 65mm dia BI01010001010000000000000515BI0100001120 2 each
393 393 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
394 394 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
395 395 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
396 396 Distribution 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 30 P.M
397 397 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 350 P.M
398 398 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 600 P.M
399 399 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1155 P.M
400 400 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 77 P.M
401 401 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 77 P.M
402 402 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 154 Each
403 403 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 77 Each
404 404 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 154 Each
405 405 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 154 Each
406 406 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 77 Each
407 407 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 77 Each
408 408 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
409 409 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 2 each
410 410 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 2 Each
411 411 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
412 412 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
413 413 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
414 414 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
415 415 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
416 416 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
417 417 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 MT
418 418 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.16 P.M3
419 419 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 P.M3
420 420 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.009 MT
421 421 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001113 83 Each
422 422 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. BI01010001010000000000000515BI0100001114 10.549 Cum
423 423 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) BI01010001010000000000000515BI0100001115 5.005 Cum
424 424 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. BI01010001010000000000000515BI0100001116 62.37 Cum
425 425 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. BI01010001010000000000000515BI0100001117 8.624 Cum
426 426 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. BI01010001010000000000000515BI0100001118 134.365 sqm
427 427 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001119 9.32 MT
428 428 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 6.16 P.M3
429 429 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 6.01 P.M3
430 430 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1155 Each
431 431 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 761.6 P.M3
432 432 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 77 Each
433 433 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
434 434 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
435 435 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
436 436 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
437 437 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
438 438 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
439 439 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
440 440 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
441 441 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
442 442 Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% BI01010001010000000000000515BI0100001120 1 Each
443 443 O & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
444 444 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
445 445 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
446 446 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
447 447 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
448 448 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
449 449 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
450 450 (b) Above 50.00 m depth. In Rural Areas BI01010001010000000000000515BI0100001120 140 P/M
451 451 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
452 452 Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. BI01010001010000000000000515BI0100001120 2 Each
453 453 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
454 454 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
455 455 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 2 Each
456 456 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
457 457 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
458 458 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
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-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
460 460 A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 1.26 M3
461 461 B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 1.26 M3
462 462 C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 0.54 M3
463 463 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
464 464 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.84 M3
465 465 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
466 466 Tank Roof top M-25 landing BI01010001010000000000000515BI0100001120 1.463 M3
467 467 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
468 468 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
469 469 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
470 470 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
471 471 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
472 472 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
473 473 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
474 474 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
475 475 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
476 476 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
477 477 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
478 478 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
479 479 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
480 480 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
481 481 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 BI01010001010000000000000515BI0100001113 9.12 M2
482 482 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 BI01010001010000000000000515BI0100001114 35.37 M2
483 483 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 BI01010001010000000000000515BI0100001115 35.37 M2
484 484 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 BI01010001010000000000000515BI0100001116 184.66 M2
485 485 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 BI01010001010000000000000515BI0100001117 106.56 M2
486 486 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 BI01010001010000000000000515BI0100001118 6.48 M2
487 487 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 BI01010001010000000000000515BI0100001119 9 M
488 488 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
489 489 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 16.66 MT
490 490 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 15.28 P.M3
491 491 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 19.77 P.M3
492 492 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.796 MT
493 493 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1675 Each
494 494 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 814 P.M3
495 495 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
496 496 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
497 497 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
498 498 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
499 499 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
500 500 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 350 P.M
501 501 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 350 P.M
502 502 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1200 P.M
503 503 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . BI01010001010000000000000515BI0100001120 1 each
504 504 65mm dia BI01010001010000000000000515BI0100001120 2 each
505 505 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
506 506 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
507 507 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
508 508 Distribution 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 30 P.M
509 509 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 350 P.M
510 510 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 350 P.M
511 511 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1200 P.M
512 512 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 80 P.M
513 513 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 80 P.M
514 514 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 160 Each
515 515 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 80 Each
516 516 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 160 Each
517 517 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 160 Each
518 518 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 80 Each
519 519 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 80 Each
520 520 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
521 521 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 2 each
522 522 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 2 Each
523 523 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
524 524 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
525 525 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
526 526 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
527 527 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
528 528 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
529 529 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 MT
530 530 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.16 P.M3
531 531 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 P.M3
532 532 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.009 MT
533 533 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 83 Each
534 534 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 10.96 Cum
535 535 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 5.2 Cum
536 536 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 64.8 Cum
537 537 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 8.96 Cum
538 538 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 139.6 sqm
539 539 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 9.68 MT
540 540 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 6.4 P.M3
541 541 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001113 6.24 P.M3
542 542 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001114 1200 Each
543 543 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. BI01010001010000000000000515BI0100001115 691.9 P.M3
544 544 Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. BI01010001010000000000000515BI0100001116 80 Each
545 545 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. BI01010001010000000000000515BI0100001117 12 PMtr
546 546 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. BI01010001010000000000000515BI0100001118 0.848 PM3
547 547 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 BI01010001010000000000000515BI0100001119 16 Sq M
548 548 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
549 549 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
550 550 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
551 551 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
552 552 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
553 553 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
554 554 Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% BI01010001010000000000000515BI0100001120 1 Each
555 555 O & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
556 556 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
557 557 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
558 558 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
559 559 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
560 560 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
561 561 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
562 562 (b) Above 50.00 m depth. In Rural Areas BI01010001010000000000000515BI0100001120 140 P/M
563 563 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
564 564 Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job. BI01010001010000000000000515BI0100001120 2 Each
565 565 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
566 566 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
567 567 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 2 Each
568 568 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
569 569 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
570 570 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
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-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
572 572 A. Column Utility Room. Roof to 2nd bracing M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 1.26 M3
573 573 B. Column 2nd bracing to 3rd bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 1.26 M3
574 574 C. Column 3rd bracing to tank bracing M-25-Rate-7338+20% BI01010001010000000000000515BI0100001120 0.54 M3
575 575 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
576 576 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.84 M3
577 577 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
578 578 Tank Roof top M-25 landing BI01010001010000000000000515BI0100001120 1.463 M3
579 579 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
580 580 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
581 581 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
582 582 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
583 583 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
584 584 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
585 585 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
586 586 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
587 587 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
588 588 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
589 589 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
590 590 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
591 591 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
592 592 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
593 593 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
594 594 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
595 595 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
596 596 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
597 597 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
598 598 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
599 599 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
600 600 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
601 601 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001113 16.66 MT
602 602 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001114 15.28 P.M3
603 603 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001115 19.77 P.M3
604 604 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001116 1.796 MT
605 605 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001117 1675 Each
606 606 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- BI01010001010000000000000515BI0100001118 834 P.M3
607 607 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 BI01010001010000000000000515BI0100001119 15 P/M3
608 608 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
609 609 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
610 610 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
611 611 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
612 612 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 250 P.M
613 613 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 650 P.M
614 614 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1050 P.M
615 615 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 80 mm dia . BI01010001010000000000000515BI0100001120 1 each
616 616 65mm dia BI01010001010000000000000515BI0100001120 2 each
617 617 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
618 618 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
619 619 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
620 620 Distribution 63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 30 P.M
621 621 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 250 P.M
622 622 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 650 P.M
623 623 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 1050 P.M
624 624 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 70 P.M
625 625 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 70 P.M
626 626 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 140 Each
627 627 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 70 Each
628 628 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 140 Each
629 629 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 140 Each
630 630 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 70 Each
631 631 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 70 Each
632 632 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
633 633 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 2 each
634 634 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 2 Each
635 635 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
636 636 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
637 637 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
638 638 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
639 639 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
640 640 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
641 641 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 MT
642 642 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.16 P.M3
643 643 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.07 P.M3
644 644 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.009 MT
645 645 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 86 Each
646 646 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 9.59 Cum
647 647 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 4.55 Cum
648 648 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 56.7 Cum
649 649 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 7.84 Cum
650 650 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 122.15 sqm
651 651 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 8.47 MT
652 652 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.6 P.M3
653 653 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 5.46 P.M3
654 654 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1050 Each
655 655 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 708.9 P.M3
656 656 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 70 Each
657 657 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
658 658 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
659 659 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
660 660 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
661 661 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. BI01010001010000000000000515BI0100001113 8 Each
662 662 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. BI01010001010000000000000515BI0100001114 48 Each
663 663 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. BI01010001010000000000000515BI0100001115 23.5 Per Kg
664 664 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- BI01010001010000000000000515BI0100001116 50 Per Kg
665 665 Cost of 50 x 50 x 6 mm M.S. angle - 8 nos x 2.75 =24.75 @ 4.5 kg / m=99.18kg BI01010001010000000000000515BI0100001117 100 Per Kg
666 666 Galvanised chain -link mess Fencing around Solar Panel Carriage of Materials- 5% BI01010001010000000000000515BI0100001118 1 Each
667 667 O & M Cost for 1st year BI01010001010000000000000515BI0100001113 1 Each
668 668 O & M Cost for 2nd year BI01010001010000000000000515BI0100001114 1 Each
669 669 O & M Cost for 3rd year BI01010001010000000000000515BI0100001115 1 Each
670 670 O & M Cost for 4th year BI01010001010000000000000515BI0100001116 1 Each
671 671 O & M Cost for 5th year BI01010001010000000000000515BI0100001117 1 Each
672 672 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001118 5 Each
673 673 12% GST BI01010001010000000000000515BI0100001120 1 %
674 674 Labour cess BI01010001010000000000000515BI0100001120 1 %
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