Drinking Water And Sanitation Department Tender
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Costs
EMD
₹ 26,500Document Cost
₹ 2,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DWSD_81923_1Bid Award Id
ViewTender No
07/2023-24 (2nd Call)Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
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BOQ Items
(i) From 0 – 50 meter
50
42350
847
(ii) Form 50 – 200 meter onwards
150
132660
884.4
Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6 mm wall thickness including welding charges, cost of pipe etc. including all taxes, VAT, excise duty, freight charges with inspection charges etc. as applicable, all complete job.
21
36960
1760
Supplying all materials, labours, tools & equipments for fitting & fixing 200 mm dia MS cap over casing pipe complete job.
1
242
242
B. CIVIL PORTION
-
-
-
supplying al tools, equipment, labours and lowering 32 mm dia G.I. (Medium) suspension pipe in 3 mtr. Length in the drilling bore of tube well etc. all complete job as per direction of E/I.
36
663
18.42
Providing labour for fitting and fixing deep well cylinder jointing materials, chrome leather bucket all tools and plan etc. required for the job for low water level all complete job as per specification and direction of E/I.
1
228
228.69
Providing all labours for fitting and fixing of India Mark II Hand pump including supplying all tools and plants required for the all job complete as per direction of E/I.
1
173
173.91
Supplying all materials, labours and equipment for construction PCC (1:2:4) circular platform around each drilled tube well including 12 mm thich cement plaster (1:4) with neat 5 cement punning over exposed surface as per UNICEF design etc. all complete.
1
8250
8250
Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF design etc. all complete.
3
1475
491.7
Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
1
500
500
C. COST OF MATERIALS
-
-
-
Supplying extra Deep well Hand Pump Complete sets with Cylinder Assembly & Connecting Rod (12 Pcs) as per IS : 15500 part-2/2004 (Basic Rate)
1
15400
15400
Cost of 32 mm dia GI pipe (Medium) 3 mtr. long screwed at both ends with seamless socket as per IS : 1239 (Part 1990) including all taxes, royalty and contractor profit etc.
36
11880
330
Provision & supplying of suitable arrangement of M.S. Plate or reducer socket for installation of Extra Deep well Hand Pump (I.M.-II) over 200 mm dia M.S. casing Pipe as per requirement.
1
750
750
Provision of 2.00 HP DC Solar Motor pump Complete set
-
-
-
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.
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-
-
SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PV modules should be minimum 200 watt peak.
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-
-
i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
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-
-
ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
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-
iii) The PV modules should be mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
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-
iv) The module mounting structure should be hot dip galvanized according to IS 4759.
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-
-
v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
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-
-
vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
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-
-
vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
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-
-
viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
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-
-
ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
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-
-
x) The motor pump set should have a 5 years warranty.
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-
xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
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-
xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
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-
xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
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xiv) With third party inspection before dispatch.
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xv) Provision for web based remote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and down time of the pump during the year, number of days the pump was unused or under breakdown repairs.
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The following details should be marked indelibly on the motor pump set
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a) Name of the Manufacturer or Distinctive Logo.
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b) Model Number.
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-
c) Serial Number.
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Solar submersible motor pump (SPV DC Type)
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-
-
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)
1
170820
170820
Provision of solar night lamp.
1
1000
1000
Construction of RCC water storage Tank having Capacity 8000 Liters. 8.00 m Staging .
-
-
-
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.
20.11
3365
167.33
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.
1.59
7292
4598.23
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 2 (M.J.P)
2.8
20176
7206
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 3 (MJP)
1.96
16790
8549
A. Column Utility Room. Roof beam to Tank beam
1.26
10771
8549
B. Column Tank beam to tank Roof
0.36
3077
8549
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 4 & 5 (MJP)
Bracing at Utility Room roof level M-25
Roof of Pump House M-25
landing
1.14
9559
8400
Beam of Tank Floor M-30
0.54
4656
8624
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 Section-G-Plain and Reinforced Cement Concrete-item 5 (MJP)
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-
-
Tank Floor Roof with projection M-30
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-
-
landing M-30
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-
-
Tank Wall M-30
4.11
37995
9247
Tank Roof top M-25
-
-
-
landing
0.98
8801
9009
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,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).BCD-5.1.10
0.38
226
589.51
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. BCD-5.6.1
3.99
1422
356.52
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). BCD-5.1.07
16.23
897
55.28
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. BCD-5.2.03
0.98
5325
5439.85
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.BCD-5.2.11
2.12
11788
5573.67
Providing R.C.C.M-200 in nominal mix of (1:1.5:3) 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. BCD-5.3.11
0.09
567
6308.87
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. BCD-5.3.11
0.07
429
6308.87
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. BCD- 5.5.5
1.04
85380
82096.54
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. BCD-5.5.12
36
2963
82.31
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. BCD-5.5.13
1
149
149.52
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. BCD-5.5.29
2.88
12335
4283.14
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. BCD-5.7.02
63.36
11029
174.07
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
39.36
6525
165.8
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. BCD-5.7.06
10.89
2004
184.06
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. BCD-5.6.10
5.97
1423
238.49
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. BCD-5.7.15
22.05
5772
261.77
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. BCD-5.7.11
22.05
1200
54.43
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.BCD-5.8.24
105.36
11491
109.07
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. BCD-5.8.25
66
1345
20.38
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. BCD-5.8.45
6.48
427
66.04
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 page-48 item -1 (MJP)
6.75
6183
916
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 page 225 Item No-5 (MJP)
11.5
17169
1493
Carriage of Materials
1
30854
30854.65
Rising & Distribution Network
-
-
-
Earth 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.
226
33965
150.29
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
1.5
1433
955.89
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-
1.5
7442
4961.73
Rising Main
-
-
-
Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
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-
-
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 (M.J.P)
15
2355
157
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
-
-
-
50 mm HDPE Pipe-
100
11704
117.04
32 mm HDPE Pipe-
300
14271
47.57
20 mm HDPE Pipe-
150
3750
25
Providing and fixing Gun Metal Gate valve with C I wheel of approved quality(screwed end).DSR 18.17.5
-
-
-
50 mm dia .
1
878
878.25
Providing and supplying High Density Polyethylene (HDPE ) fittings 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
1
1545
1545.4
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
-
-
-
For Rising
-
-
-
50 mm HDPE Pipe-
15
555
37
Distribution
-
-
-
65 mm HDPE Pipe-
-
-
-
50 mm HDPE Pipe-
100
3700
37
32 mm HDPE Pipe-
300
6900
23
20 mm HDPE Pipe-
150
1800
12
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
8
960
120.12
Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge. DWSD 3.1.2(i)
8
108
13.59
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.
16
1292
80.78
(3) Reducer Socket -
-
-
-
(a) 20 x 15 mm dia.
8
671
83.89
(4) Nipple -
-
-
-
(a) 15 mm dia.
16
1251
78.19
(6) Plain Socket -
-
-
-
(a) 15 mm dia.
16
1231
76.99
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.
8
4986
623.29
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.
8
1596
199.58
Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
-
-
-
50 mm dia and weight not less than 1.5 Kg.
1
1552
1552.85
65 mm dia Full way valve
1
1490
1490.7
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
2
3424
1712.15
Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surface all complete job, as per approved design, specification and direction of E/I.
8
11200
1400
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.
192.1
18043
93.93
Providing fitting & fixing 32 mm to 50 mm service HDPE saddle all complete job, as per approved design, specification and direction of E/I. (From olde Model estimate)
8
432
54
Construction of piyau (VAT) 01 unit
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-
-
E/W in excavation in foundation trenches in foundation trenches in ordinary soil (vide classification of soil item - A) & disposal of excavated earth obtained to a distance up to 50M including all lift levelling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design.
0.34
56
167.33
Providing, coarse clean sand in filling in foundation trenches/ in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E / I.
0.21
122
589.51
Providing designation 75 A, one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification & direction of E / I.
2.62
934
356.52
Providing P.C.C. M – 150 in nominal mix of (1 : 2 :4) in foundation with approved quality of stone metal grade III 50 mm to 25 mm size graded & clean coarse sand of F.M. 2.5 to 3 including screening, shuttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of E/I.
0.4
2256
5626.21
centering and shuttering including strutting proping etc…
0.98
189
194.5
Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse san of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking out joints, to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
0.47
2556
5439.85
Providing R.C.C M-200 with nominal mix of (1 : 1.5 : 3) in RCC in vertical wall of storage tank approved quality of stone chips 20 mm to 6 mm size graded & clean coarse send of FM 2.5 to 3 including making drip coarse in concrete, screening, shuttering , mixing cement concrete in mixer & placing in position , vibrating, striking, 6mm cement plaster (1:4) in ceiling and sides of chajja with sand of F.M. 1.5 curing (but excluding the cost of reinforcement) , taxes & royalty all complete as per building specification & direction of E/I.
0.07
365
5218
Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse san of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials raking out joints, to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
0.16
870
5439.85
Providing 12 mm thick cement plaster (1:6) in ceiling with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.
5.6
928
165.8
Providing and laying 6mm, precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specification and direction and E/I.
5.6
7221
1289.62
Providing 40 mm C.P. waste DWSD item no.44(iii) including CP&OHC.
2
262
131.1
Providing 40 mm P.V.C waste pipe 750 mm long DWSD item no.44(iv) including CP&OHC.
2
182
91.08
Supplying labour & tools for fiting & fixing waste pipe over wall, floor, pipe clamps etc. 40 mm dia waste pipe
1
150
150
Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I.
-
-
-
(i)15 mm dia GI Elbow
8
646
80.78
(ii) 15 mm dia GI Nipple
8
625
78.19
(iii)15 mm dia GI Socket
4
307
76.99
15 mm dia C.I. bib cock (Weight not less than 400 gms) 3.1.5.2
4
798
199.58
15 mm dia Tee Plain
4
339
84.86
Providing Tor steel reinforcement of 10 mm, and 12 mm, dia bars as per approved design and drawing ……………..do……………
0.01
574
82096.54
Carriage of Materials to the work site including contractor profit loading, unloading transportation etc. all complete job.
-
-
-
Cement( 10 KM lead )
0.24
120
502.6
Steel ( 10 KM Lead)
0.01
3
502.6
Sand (10 KM Lead)
0.76
200
263.8
Bricks ( 8 KM Lead)
341
257
0.76
Stone Chips/metals (22 KM Lead)
0.42
185
442.36
Construction of 1.25m Internal Dia and 1.90 m deep Soak/Recharge Pit 02 unit
-
-
-
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50 M.including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approved design,building specification and direction of E/I.
11.95
1999
167.33
Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)
0.38
222
589.51
Providing designation 75 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.
4.71
1558
330.64
Providing P.C.C.M.-150 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including 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.
0.47
2170
4598.23
Providing designation 75 A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to2.5 including,providing 10mm thick mortar joints cost of screening materials,raking out joints to15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
3.75
20388
5439.85
Providing precast R.C.C.M.200 with nominal mix of (1:2:4) slab of desired size with approved quality of stone ships and clean coarse sand of F.M.2.5 to3 including curing,shuttering carrying the slab manually to site and laying in position all complete(but excluding the cost ofreinforcement) taxes and royalty,all complete as per building specification and direction of E/I.
0.6
3130
5218
Centering and shuttering including strutting, proppong etc. and removal of form for Foundation, footings, bases of columns, etc. for mass concrete.
1.37
267
194.5
Providing Tor steel reinforcement of 8mm, 10mm,12mm & 16mm dia bars as per approved design and drawing excluding carrriage of M.S.bars to work site, cutting, bending and inding 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. 12 mm (TMTcoil Fe 500)(only valid for Sail & Tata Steel) Considering 90Kg per cubic metre of concrete
54
4498
83.31
Providing 12mm thick cement plaster(1:6) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I.
5.66
938
165.8
Providing 6 mm thick cement plaster(1:4) with clean coarse sand of FM1.5 including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I.
6.19
1139
184.06
Providing, fitting and fixing HCI or MS grating weight not less than 1.25 Kg at the inlet of the soak pit
2
200
100
Providing brick bats including cost of the bats,labours, tools, royalty etc all complete as per specification and direction of E/I.
In the gap between wall & the earth edge
2.5
1252
500
Supplying all materials, labours, tools, tackles and constructing brick masonry drain 150 mm wide and 150 mm deep with 250 mm B/W with 75A bricks in CM(1:6) in apron on both sides over 50 mm thick PCC M15 (1:2:4) over a brick flat soling over 50 mm thick sand filling and having 12 mm CP in CM(1:3) with punning on exposed surfaces all complete job as per specification & direction of E/I.
10
10752
1075.28
Carriage of construction materials from their source to the construction site including cost of loading, transporting, unloding and stacking in countable stacks including 10% CP & 5% OHC all comolete as per specifications and direction of the E/I. (10%)
2
4851
2425.94
PHE & sanitary etc allied work for existing toilet.
-
-
-
Provision of 10 Ltr. Capacity PVC low desigion cistern with its fittings, fixing including labour charge. (with CP & OHC)
2
3205
1602.67
special type of cp bathroom fittings.
-
-
-
pillar cock long neck
4
3548
887.15
wall mixer with provision for over head shower with elbow,coupling and wall flange
4
10263
2565.87
soap dish
4
842
210.54
Towel rail
4
3689
922.35
Labour charge for fittings
1
1200
1200
Supplying all materials, labours and laying GI .Pipe of approved make on wall, celling with red lead and yarn with G.I. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of Engineer-in-Charge. 15 mm dia GI Pipe
20
3572
178.6
25 mm dia GI Pipe
15
4269
284.66
32 mm dia GI Pipe
10
3476
347.62
Cutting floor for laying G.I. Pipes and restoring the same as per specification and direction of E/I.
20
7350
367.51
Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specifications and direction of E/I.
-
-
-
125 mm Wall
6
925
154.32
250 mm Wall
5
1017
203.52
Providing and fixing G.I. fittings (such as elbow, reducer, reducing elbow, tee, nipple, socket, union socket, N.R. Valve etc.) of approved make all complete as per specification and direction of E/I.
-
-
-
Elbow
-
-
-
15mm dia
4
323
80.78
25 mm dia
2
278
139.14
32 mm dia
3
527
175.86
Tee (plain)
-
-
-
15mm dia
2
169
84.86
25 mm dia
2
297
148.97
32 mm dia
3
571
190.63
Union Socket
-
-
-
15mm dia
5
486
97.22
25 mm dia
4
717
179.32
32 mm dia
3
730
243.63
Reducing Socket
-
-
-
25 mm dia
2
201
100.63
32 mm dia
3
431
143.76
Nipple
-
-
-
15 mm dia
5
390
78.19
Providing and fixing Gun Metal Full way Valves of approved make all complete as per specification and direction of Engineer-in-Charge.
a. 32 mm dia G.M.full way Valve weight not less than 700 gram
1
805
805.65
b. 25 mm dia G.M.full way Valve weight not less than 500 gram
2
1172
586.47
Dismantling Patent stone flooring including serviceable material ……………….E/I
11.15
454
40.75
Providing and laying 6mm, precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specification and direction and E/I.
11.15
14379
1289.62
Annual repair & maintenance with solar motor pump for 5 years.
-
-
-
O & M Cost for 1st year
1
9000
9000
O & M cost for 2nd Year
1
11583
11583.37
O & M cost for 3rd Year
1
12278
12278.37
O & M cost for 4th Year
1
13015
13015.07
O & M cost for 5th Year
1
13795
13795.97
Provision of one no SIM card & its recharging cost for RMC
5
4000
800
Add 18% GST
1
198683
198683.28
Add Labour Cess @ 1%
1
13024
13024.79
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