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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-18, 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-18. Submission Date for this Tender is 06-03-2021. Solar Pump Tenders in GIRIDIH Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

27145725
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-18
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-18

Key Value

Document Fees
INR 2500 /-
EMD
INR 20000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of mini rural water supply Scheme Solar motor pump complete set in LEDODIH of SVS under JJM D.W.S. Division, no 2 Giridih for the Year 2020-21 (GROUP NO SVS-18)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 MODEL-II\nConstruction of 125mm x115mm x 90.0 M deep Drilled Tube Well.\nSupplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete\n(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas BI01010001010000000000000515BI0100001113 30 P/M
2 2 (b) 30.000m Up to 120.00m depth beyond . In Rural Areas BI01010001010000000000000515BI0100001114 60 P/M
3 3 Basic rate of 125mmdia Blue UPVC Casing pipe Confirming to I.S.I . latest revision IS(12818)/2016 C.M.L. No-5543459 BI01010001010000000000000515BI0100001115 30 P.M
4 4 Supplying all materials, labour and inserting UPVC blue pipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revision all complete job with taxes as per specification and direction of E/I. BI01010001010000000000000515BI0100001116 30 P/M
5 5 Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe BI01010001010000000000000515BI0100001117 1 Each
6 6 Supplying labour ,cement and calcium chloride or betonies solution and equipment’s for grouting to casing pipe after lowering in the bore etc .all complete as per specification and direction of E/I BI01010001010000000000000515BI0100001118 0.5 p/Hour
7 7 Supplying labours and equipment’s including 125mm dia G.I. Cap & fitting and fixing over the casing pipe of bore well properly and taking it out as per direction of E/ BI01010001010000000000000515BI0100001119 1 Each
8 8 Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I BI01010001010000000000000515BI0100001120 1 Each
9 9 Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories. .......... 2 HP (DC Pump) with 1800 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE) BI01010001010000000000000515BI0100001120 1 Each
10 10 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 1 Each.
11 11 8000 Litre Capacity R.C.C. Water Tank (2.1x2.1x2.1m Internal size) with 8 M staging having Utility Room at Ground Level.\nEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.Footing Plinth Beam Stair BI01010001010000000000000515BI0100001120 20.112 M3
12 12 Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I. Footing Utility Room. Floor Extra for wall Stair BI01010001010000000000000515BI0100001120 1.586 M3
13 13 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Section-G-Plain and Reinforced Cement Concrete-item 10 b FootingTrapezoidal Portion BI01010001010000000000000515BI0100001120 2.8 M3
14 14 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Column Section-G-Plain and Reinforced Cement Concrete-item Column up to G.L. G.L.to above roof of Utility Room BI01010001010000000000000515BI0100001120 1.964 M3
15 15 A. Column Utility Room. Roof beam to Tank beam M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 1.26 M3
16 16 B. Column Tank beam to tank Roof M-30 Rate -7347+10% BI01010001010000000000000515BI0100001120 0.36 M3
17 17 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-250 grade Beams/Braces/Lintels -Section-G-Plain and Reinforced Cement Concrete-item Bracing at Utility Room roof level M-25 Roof of utility Room M-25 landing BI01010001010000000000000515BI0100001120 1.138 M3
18 18 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.54 M3
19 19 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) For RCC M-300 grade Slabs / Landings / Vertical Walls Tank Floor Roof with projection landing Tank Wall BI01010001010000000000000515BI0100001120 4.298 M3
20 20 Tank Roof top landing BI01010001010000000000000515BI0100001120 0.977 M3
21 21 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royality and taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Stair BI01010001010000000000000515BI0100001120 0.384 M3
22 22 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. Utility Room Floor Stair BI01010001010000000000000515BI0100001120 3.99 M2
23 23 Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume). Utility Room Floor Foundation BI01010001010000000000000515BI0100001120 16.23 M3
24 24 Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. Up to Plinth Stair Stair BI01010001010000000000000515BI0100001120 0.979 M3
25 25 Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I. Plinth to Bracing Deduction Door Window Lintel Door Window Total of deduction BI01010001010000000000000515BI0100001120 2.115 M3
26 26 Providing R.C.C.M-150 in nominal mix of (1:2:4) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. Door Window BI01010001010000000000000515BI0100001120 0.09 M3
27 27 Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I. Door Window BI01010001010000000000000515BI0100001120 1.08 M3
28 28 Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. Foundation Column up to G.L. Bracing, Roof Landing Tank floor, Tank Wall ,roof, Room Lintel Chhajja-63 mm thick BI01010001010000000000000515BI0100001120 1.04 MT
29 29 Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. Window BI01010001010000000000000515BI0100001120 36 Kg
30 30 Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I. BI01010001010000000000000515BI0100001120 1 No
31 31 Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size 60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. Door Window BI01010001010000000000000515BI0100001120 2.88 M2
32 32 Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Outer Portion of Tank Tank Beam Part Bracing Column Middle Portion BI01010001010000000000000515BI0100001120 63.36 M2
33 33 Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Inner Utility Room outer Wall Total Deduction D Window BI01010001010000000000000515BI0100001120 39.36 M2
34 34 Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Utility Room Tank bottom Tank Roof BI01010001010000000000000515BI0100001120 10.89 M2
35 35 Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.Utility Room floor Utility Room Step Side Utility Room dado BI01010001010000000000000515BI0100001120 5.97 M2
36 36 Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. Tank Floor Tank Wall BI01010001010000000000000515BI0100001120 22.05 M2
37 37 Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. Quantity as per 19 mm water Proofing BI01010001010000000000000515BI0100001120 22.05 M2
38 38 Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per C. Plaster Quantity as per Chajja BI01010001010000000000000515BI0100001120 120.72 M2
39 39 Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I. Quantity as per C. Plaster Quantity as per Chajja BI01010001010000000000000515BI0100001120 66 M2
40 40 Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I. D Window BI01010001010000000000000515BI0100001120 6.48 M2
41 41 Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. Section-H-Miscellaneous Works 48 item -1 BI01010001010000000000000515BI0100001120 6.75 M
42 42 Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. Section-K-ANCILLARY ITEMS FOR RESERVOIRS 225 Item No-5 BI01010001010000000000000515BI0100001120 11.5 M
43 43 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 10.05 MT
44 44 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 9.9 P.M3
45 45 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 12.13 P.M3
46 46 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.076 MT
47 47 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1392 Each
48 48 Distribution Network & House Connection. including Platform & Stand post.\nEarth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I. For Rising Main 50 mm HDPE Pipe- 65 mm HDPE Pipe- Distribution 63 mm HDPE Pipe- 50 mm HDPE Pipe-32 mm HDPE Pipe- 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 462 P.M3
49 49 Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete BI01010001010000000000000515BI0100001120 5.63 P/M3
50 50 Providing PCC M-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion- BI01010001010000000000000515BI0100001120 5.63 P/M3
51 51 Rising Main Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler), 65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main BI01010001010000000000000515BI0100001120 15 M
52 52 50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe BI01010001010000000000000515BI0100001120 15 M
53 53 Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 15 P.M
54 54 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 185 P.M
55 55 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 370 P.M
56 56 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 555 P.M
57 57 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia . BI01010001010000000000000515BI0100001120 1 each
58 58 65mm dia BI01010001010000000000000515BI0100001120 1 each
59 59 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
60 60 Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. MJP 19-20 sec-I-IX sl no -2(i) For Rising \n50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 15 P.M
61 61 65 mm HDPE Pipe- BI01010001010000000000000515BI0100001113 15 P.M
62 62 Distribution 65 mm HDPE Pipe- BI01010001010000000000000515BI0100001114 15 P.M
63 63 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001115 185 P.M
64 64 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001116 370 P.M
65 65 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001117 555 P.M
66 66 Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post. DWSD Sl. 9K (including CP+OHC) BI01010001010000000000000515BI0100001118 37 P.M
67 67 Laying of G.I. pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction or Engineer-in-Charge.(Pipes to be supplied departmentally free of cost).\n(i) 15 mm dia G.I. Pipe BI01010001010000000000000515BI0100001119 37 P.M
68 68 Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I. (1) Elbow (a) 15 mm dia. BI01010001010000000000000515BI0100001120 74 Each
69 69 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 37 Each
70 70 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 74 Each
71 71 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 74 Each
72 72 Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. BI01010001010000000000000515BI0100001120 37 Each
73 73 Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm BI01010001010000000000000515BI0100001120 37 Each
74 74 Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm BI01010001010000000000000515BI0100001120 1 each
75 75 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 1 each
76 76 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 1 Each
77 77 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber BI01010001010000000000000515BI0100001120 3 each
78 78 Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. BI01010001010000000000000515BI0100001120 0.24 M3
79 79 Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I. BI01010001010000000000000515BI0100001120 0.18 M3
80 80 Providing pre cast R.C.C.M-150 in nominal mix of (1:2:4) slab of desire size with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including curing (but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I. BCD-5.3.30 BI01010001010000000000000515BI0100001120 0.068 M3
81 81 Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. BI01010001010000000000000515BI0100001120 9.5 Kg
82 82 Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I. BCD-5.7.03 BI01010001010000000000000515BI0100001120 2.88 M2
83 83 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.032 MT
84 84 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.08 P.M3
85 85 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.035 P.M3
86 86 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.0045 MT
87 87 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 41 Each
88 88 Earth work in excavation in foundation trenches in hard soil vide classification item-B and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specifications and direction of E/I. BI01010001010000000000000515BI0100001120 5.069 Cum
89 89 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) BI01010001010000000000000515BI0100001120 2.405 Cum
90 90 Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. BI01010001010000000000000515BI0100001120 29.97 Cum
91 91 Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. BI01010001010000000000000515BI0100001120 4.144 Cum
92 92 Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water, taxes and royalty all complete as per building specification an direction of E/I. BI01010001010000000000000515BI0100001120 64.565 sqm
93 93 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 4.44 MT
94 94 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 2.96 P.M3
95 95 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 2.89 P.M3
96 96 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 555 Each
97 97 Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. BI01010001010000000000000515BI0100001120 392.7 P.M3
98 98 Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. BI01010001010000000000000515BI0100001120 37 Each
99 99 O & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
100 100 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
101 101 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
102 102 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
103 103 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
104 104 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
105 105 12% GST BI01010001010000000000000515BI0100001120 1 %
106 106 Labour cess BI01010001010000000000000515BI0100001120 1 %
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