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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-30, 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-30. 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

27145666
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-30
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-30

Key Value

Document Fees
INR 2500 /-
EMD
INR 25000.0 /-
Tender Value
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BOQ Items

Name of Work: Construction of mini rural water supply Scheme Solar motor pump complete set in KHAPEYBERA group of SVS under JJM D.W.S. Division, no 2 Giridih for the Year 2020-21 (GROUP NO SVS-30)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 MODEL - I\nSolar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump. \nDesigning, 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) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 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) BI01010001010000000000000515BI0100001113 1 Each
2 2 Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The test out by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed. BI01010001010000000000000515BI0100001114 1 Each
3 3 Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.\n(As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019) BI01010001010000000000000515BI0100001115 1 Each.
4 4 Provision of solar night lamp. BI01010001010000000000000515BI0100001116 1 Each.
5 5 4000 Litre Capacity R.C.C. Water Tank (1.65x1.65x1.75m Internal size) with 6 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 BI01010001010000000000000515BI0100001117 20.112 M3
6 6 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 BI01010001010000000000000515BI0100001118 1.44 M3
7 7 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 BI01010001010000000000000515BI0100001119 2.8 M3
8 8 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
9 9 A. Column Utility Room. Roof beam to Tank beam M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 0.9 M3
10 10 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 0.812 M3
11 11 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.405 M3
12 12 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 2.783 M3
13 13 Tank Roof top landing BI01010001010000000000000515BI0100001120 0.683 M3
14 14 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 0.256 M3
15 15 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 2.71 M2
16 16 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 15.95 M3
17 17 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 0.799 M3
18 18 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
19 19 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 0.105 M3
20 20 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 1.26 M3
21 21 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 0.824 MT
22 22 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
23 23 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
24 24 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
25 25 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 44.12 M2
26 26 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
27 27 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 6.505 M2
28 28 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 4.45 M2
29 29 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 14.27 M2
30 30 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 14.27 M2
31 31 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 85.28 M2
32 32 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 46.76 M2
33 33 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
34 34 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
35 35 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 10.5 M
36 36 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 8.3 MT
37 37 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 6.5 P.M3
38 38 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 10.92 P.M3
39 39 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.076 MT
40 40 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1150 Each
41 41 Rising and Distribution Network with 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 204 P.M3
42 42 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 3 P/M3
43 43 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 3 P/M3
44 44 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
45 45 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
46 46 Distribution Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074 materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10 \n63 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 40 P.M
47 47 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 80 P.M
48 48 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
49 49 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 270 P.M
50 50 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia . BI01010001010000000000000515BI0100001120 1 each
51 51 65mm dia BI01010001010000000000000515BI0100001120 1 each
52 52 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
53 53 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
54 54 65 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 15 P.M
55 55 Distribution 65 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 40 P.M
56 56 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 80 P.M
57 57 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 90 P.M
58 58 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 270 P.M
59 59 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 18 P.M
60 60 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 18 P.M
61 61 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. BI01010001010000000000000515BI0100001113 36 Each
62 62 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001114 18 Each
63 63 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001115 36 Each
64 64 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001116 36 Each
65 65 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. (JOSR DWSD 3.1.4.1) BI01010001010000000000000515BI0100001117 18 Each
66 66 Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I. 32 mm dia and weight not less than 700gm BI01010001010000000000000515BI0100001118 1 each
67 67 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001119 1 each
68 68 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 1 Each
69 69 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 18 Each
70 70 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
71 71 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 2.466 Cum
72 72 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 1.17 Cum
73 73 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 14.58 Cum
74 74 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 2.016 Cum
75 75 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 31.41 sqm
76 76 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 2.16 MT
77 77 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.44 P.M3
78 78 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.4 P.M3
79 79 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 270 Each
80 80 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
81 81 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
82 82 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
83 83 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
84 84 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
85 85 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.032 MT
86 86 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.08 P.M3
87 87 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.035 P.M3
88 88 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.0045 MT
89 89 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 45 Each
90 90 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. 85% of Excavated Qty. - Qty. As per item No. -1 BI01010001010000000000000515BI0100001120 173.4 P.M3
91 91 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 18 Each
92 92 Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.\nO & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
93 93 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
94 94 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
95 95 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
96 96 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
97 97 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
98 98 MODEL - I\nSolar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump. \nDesigning, 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) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 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
99 99 Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The test out by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed. BI01010001010000000000000515BI0100001120 1 Each
100 100 Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.\n(As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019) BI01010001010000000000000515BI0100001120 1 Each.
101 101 Provision of solar night lamp. BI01010001010000000000000515BI0100001120 1 Each.
102 102 4000 Litre Capacity R.C.C. Water Tank (1.65x1.65x1.75m Internal size) with 6 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
103 103 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 1.44 M3
104 104 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
105 105 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
106 106 A. Column Utility Room. Roof beam to Tank beam M-25-Rate -7338+10% BI01010001010000000000000515BI0100001120 0.9 M3
107 107 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 0.812 M3
108 108 Beam of Tank Floor M-30 BI01010001010000000000000515BI0100001120 0.405 M3
109 109 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 2.783 M3
110 110 Tank Roof top landing BI01010001010000000000000515BI0100001120 0.683 M3
111 111 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 0.256 M3
112 112 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 2.71 M2
113 113 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 15.95 M3
114 114 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 0.799 M3
115 115 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
116 116 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 0.105 M3
117 117 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 1.26 M3
118 118 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 0.824 MT
119 119 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
120 120 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
121 121 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 BI01010001010000000000000515BI0100001113 2.88 M2
122 122 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 BI01010001010000000000000515BI0100001114 44.12 M2
123 123 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 BI01010001010000000000000515BI0100001115 39.36 M2
124 124 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 BI01010001010000000000000515BI0100001116 6.505 M2
125 125 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 BI01010001010000000000000515BI0100001117 4.45 M2
126 126 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 BI01010001010000000000000515BI0100001118 14.27 M2
127 127 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 BI01010001010000000000000515BI0100001119 14.27 M2
128 128 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 85.28 M2
129 129 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 46.76 M2
130 130 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
131 131 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
132 132 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 10.5 M
133 133 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 8.3 MT
134 134 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 6.5 P.M3
135 135 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 10.92 P.M3
136 136 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.076 MT
137 137 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1150 Each
138 138 Rising and Distribution Network with 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 132 P.M3
139 139 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 3 P/M3
140 140 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 3 P/M3
141 141 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
142 142 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
143 143 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 50 P.M
144 144 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 60 P.M
145 145 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 40 P.M
146 146 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 150 P.M
147 147 Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end). 50 mm dia . BI01010001010000000000000515BI0100001120 1 each
148 148 65mm dia BI01010001010000000000000515BI0100001120 1 each
149 149 Supplying Fitting and Fixing of High Density Polyethylene (HDPE ) fittings and Specials as per required site all complete job. BI01010001010000000000000515BI0100001120 1 each
150 150 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
151 151 65 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 15 P.M
152 152 Distribution 65 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 50 P.M
153 153 50 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 60 P.M
154 154 32 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 40 P.M
155 155 20 mm HDPE Pipe- BI01010001010000000000000515BI0100001120 150 P.M
156 156 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 10 P.M
157 157 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 10 P.M
158 158 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 20 Each
159 159 (2) Reducer Socket - (a) 20 x 15 mm dia. BI01010001010000000000000515BI0100001120 10 Each
160 160 (3) Nipple - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 20 Each
161 161 (4) Plain Socket - (a) 15 mm dia. BI01010001010000000000000515BI0100001120 20 Each
162 162 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. (JOSR DWSD 3.1.4.1) BI01010001010000000000000515BI0100001120 10 Each
163 163 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
164 164 50 mm dia and weight not less than 1.5 Kg. BI01010001010000000000000515BI0100001120 1 each
165 165 65 mm dia Full way valve BI01010001010000000000000515BI0100001120 1 Each
166 166 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 10 Each
167 167 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
168 168 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 1.37 Cum
169 169 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 0.65 Cum
170 170 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 8.1 Cum
171 171 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 1.12 Cum
172 172 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 17.45 sqm
173 173 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 1.2 MT
174 174 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.8 P.M3
175 175 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 0.78 P.M3
176 176 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001120 150 Each
177 177 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
178 178 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
179 179 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
180 180 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
181 181 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 BI01010001010000000000000515BI0100001113 2.88 M2
182 182 Carriage of Materials\nCement Lead 20 Km (avr) BI01010001010000000000000515BI0100001114 0.032 MT
183 183 Carriage of Materials\nSand Lead 20 Km (avr) BI01010001010000000000000515BI0100001115 0.08 P.M3
184 184 Carriage of Materials\nStone Chips Lead 20 Km (avr) BI01010001010000000000000515BI0100001116 0.035 P.M3
185 185 Carriage of Materials\nSteel Reinforcement Lead 20 Km (avr) BI01010001010000000000000515BI0100001117 0.0045 MT
186 186 Carriage of Materials \nBricks Lead 20 Km (avr) BI01010001010000000000000515BI0100001118 45 Each
187 187 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. 85% of Excavated Qty. - Qty. As per item No. -1 BI01010001010000000000000515BI0100001119 112.2 P.M3
188 188 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 10 Each
189 189 Annual Operation & Maintenance cost based on Existing D/T Well with solar motor pump for 5 years.\nO & M Cost for 1st year BI01010001010000000000000515BI0100001120 1 Each
190 190 O & M Cost for 2nd year BI01010001010000000000000515BI0100001120 1 Each
191 191 O & M Cost for 3rd year BI01010001010000000000000515BI0100001120 1 Each
192 192 O & M Cost for 4th year BI01010001010000000000000515BI0100001120 1 Each
193 193 O & M Cost for 5th year BI01010001010000000000000515BI0100001120 1 Each
194 194 Provision of one no SIM card & its recharging cost for RMC BI01010001010000000000000515BI0100001120 5 Each
195 195 12% GST BI01010001010000000000000515BI0100001120 1 %
196 196 Labour cess BI01010001010000000000000515BI0100001120 1 %
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