State Water Investigation Directorate Tender
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State Water Investigation Directorate - SWID Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date21 Aug 2024
Closing Date11 Sep 2024
Tender Amount₹ 15,91,184
Costs
EMD
₹ 32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Roof Top Rain Water Harvesting And Artificial Recharge To Ground Water
Description
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Contact
Tender Id
2024_SWID_737054_1Bid Award Id
ViewTender No
03/DD/SWID/2024-25Tender Authority
State Water Investigation Directorate ViewPurchaser Address
-Website
http://http://wbwridd.gov.in/swid/index.html
GEM & Bid Advisory Services
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BOQ Items
i)30 mtr to 60 mtr
30
19236
641.21
i) 60 mtr to 90 mtr
30
19519
650.64
i) 90 mtr to 120 mtr
30
19802
660.07
i) 120 mtr to 150 mtr
30
20367
678.92
Add extra for reaming the borehole by rotary drilling method by using 300mm to 400 mm dia. Drill bit down to the required depth through any kind of soil from0-400 m
150
18387
122.58
Labour charges for fitting , fixing & jointing thread to thread with solvent cement the PVC pipes(Housing pipe, Blank pipe, Strainers & Bottom plug, etc.) and lowering the same carefully into the bore hole down to the required depth complete in all respect as per direction of E.I.C.i) 150mm DN dia blank pipe,Bottom plug &Screen/Slotted Pipe
152
22071
145.21
Supplying, fitting and fixing including supplying of suitable jointing compound for fixing in position,threading if necessary etc all complete i) 150mm dia. G.I threaded top cap fixed in position
1
565
565.77
ii) 150mm dia. Nipple 300mm long
1
450
450
iv)150mm. Dia PVC Socket
4
1212
303
Supplying, fitting, fixing the following fittings of PVC-U conforming to IS:13818 (iii) 150 mm DN PVC-U end cap
1
273
273.46
Electrologging of bore hole of different dia tubewell for locating water bearing strata and saline aquifer, if any, after conducting relevant geophysical tests. All test reports, compiled data and raw data sheets should be submitted to the Each Engineer-in-Charge (Cost is inclusive of all charges for equipments, labour, data aquisition & compilation of data sheets as per direction of the Engineer-incharge
1
8015
8015.08
Conducting geophysical survey for ground water potentiality and to evaluate the layer parameters in terms of depth by surface registivity technique adopting Vertical Electrical Sounding (VES) method for locating pin pointed location of tube well including charges for instruments & transportation thereof and services all complete at site and submision of data collected from each site for analysis (For each site at least 3 nos. location are to be surveyed) a) for depth upto 150 metres from G.L
1
1697
1697.31
Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size (as per IS:
4097) and gravel treatment of tubewell including screening, washing, cleaning
etc. of the gravels at the site, all complete as per direction of the Engineer-in-
Charge. i) For sites within 4 K.M. from all weather metal road
5.11
13799
2699
Washing and development by pumping with 30 cum per hour capacity pump for a period till sand free water comes out and the discharge is about 30 cum per hour, followed by final yield test; inclusive of all tools, plants and scaffolding and hire charge of submersible pump, generator etc. all complete
1
4563
4563.88
Mobilisation charges for transporting upto site including loading, unloading of all plants, machinaries & equipments required for drilling, development and testing of Tubewells and also the cost of construction temporary roads over field and /or culverts, repairing existing roads and / or culverts all complete, carrying materials on head load, carts or boats as the case may be :- (i) For sites within 4 km from all weather metal road
1
7625
7625.64
Supply of UPVC pipes marked-IS 4985 ( Rate included 18% GST) (i)160mm OD Class-II
120
75720
631
(ii) 110 mm OD Class-II
80
22720
284
UPVC Fittings ISI marked -IS 10124 ( Rate included 18% GST) a} 160 mm coupler
35
7630
218
b) 110 mm couplar
30
2010
67
c) 110 mm dia 90 degree bend
20
7560
378
d) 110mm TEE
20
6940
347
h)110 mm End Cap
5
1150
230
Supplying,Fittings & Fixing of PVC HD-Reducing Tee as per IS 7834(High Density) HD Reducing Tee 160 X 110X 160 mm
30
24894
829.8
Supplying,Fittings & Fixing of PVC HD-Elbow(Equal) as per IS 7834 a) HD-Elbow (Equal) 160 mm 90°
40
31230
780.76
b) HD-Elbow (Equal) 110 mm 90°
10
4752
475.25
Supplying,Fittings & Fixing of PVC HD-End Cap (Plain)as per IS 7834(High Density)HD End Cap(Plain) 160mm
15
6831
455.44
Supplying,Fittings & Fixing of PVC HD-Tee (Equal)as per IS 7834(High Density) HD tee (Equal) 160mm
14
12884
920.32
Supply of UPVC pipes(B-Type) & fittings conforming to IS 13592-1992. b) Vent Cowl 160mm
15
855
57
c) Pipe Clip 160mm
70
3010
43
d) Pipe Clip 110mm
50
1050
21
Supply fitting,fixing C.I Gratting (Heavy Type)Above 100 mm and upto 150 mm Square or round.
25
2700
108
Labour charges for fitting and fixing high density polythene pipes or PVC pipes for above ground work including cost of jointing meterials, paints etc. fitting & fixing all necessary specials, cutting pipes, making threads, cutting holes in wall or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamp ( any floor) or for underground works including cutting trenches up to 1.5 metre and filling the same complete as per direction of EIC. ( payment will be made on centre line measurment of the total pipe line including specials ) i) 110 mm OD
80
4640
58
ii) 160mm OD
120
9000
75
C.I.sluice valve with with hand wheel,ISI marked IS; 14846 a) 150mm dia (Rate including 18% GST)
2
19900
9950
(a) M.S. structural works in colum, beams etc. with simple rolled structural members (e.g joists, angel, channel sections conforming to IS:226,IS808& SP(6)-1964 connected to one another with brackets, gussets, cleat5s as per design, direction of Engineer-in-Charge complete including cutting to requisite shape and length, febrication with necessary bolting, metal arc welding conforming to IS 1995 using electrodes of approved make and brand conforming to IS 814-1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such bas electrodes, gas and hire charge of all tools and plants labour required for the work including all incidential charges such as electricity charges, labour insurance charges etc. ( Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight.)
3.25
23972
7376.1
Renewing C. I. clamp for pipe including cutting hole in wall etc. and mending good all damages with cement concrete(4:2:1) with jhama chips and cement plaster(6:1) to match with and curing. 100mm
70
10080
144
Constructing Inspection pit of inside measurement 600mmx600mmx600mm with 250mm thk.1st.class brickwork in cement morter (1:4)on wall sides,bottom of the pit consisting of 100mm thk. Cement concrete (1:3:6) with stonechips over a layer of jhama brick flat soling,15mm thk.(1:4) cement plasterto inside walls and outside walls upto G.L and 20 mm thk.(1:4) plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6) with stonechips as per direction,neat cement finishing to entire internal surfaces,top of the pit covered with 100mm thk. R.C.C slab (1:1.5:3) with stonechips and necessary reinforcements upto 1% and shuttering including 6mm thk. cement plaster (1:4) in all external surfaces of the slab and 560mm dia. RCC manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings,necessary earthwork in excavationin all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.
i) With Pakur variety(SAIL/TATA/RINL)
2
14506
7253
Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the
bottom, bailing out water as required complete (a) Depth of excavation not exceeding 1,500 mm.
60.59
7225
11927
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
50.46
9707
19238
(c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary.
14.3
3356
23470
Hire and labour charges for shoring works (including necessary close plank walling, framing, salbulla pilling, structuring etc.) complete as per direction of the Engineer -in -charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.)( This item should be excuted on specific direction of the Engineer-in-charge) a) Depth upto 1.5m
34.8
13432
386
b) For additional depth beyond 1.5m and upto 3.00m
34.8
15277
439
c) For addition depth beyond 3.00m
23.2
11553
498
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. 1/3 of excaveted earth work =41.78 Cum
41.78
3239
7754
Sand filling in foundation or plinth by silver sand in layers not exceeding 15 cm as directed and consolidating the same by through saturation with water and ramming complete, including the cost of supply of sand.
5.57
5214
93621
Single brick flat soling of picked jhama bricks including ramming & dressing beds to proper level and filling joints with local sand.
41.17
14860
361
Brick work with 1st class bricks in cement mortar (1:4) (b) In foundation and Plinth
5.25
29830
5682
(i) Cement concrete with graded Jhama khoa (30 mm. size) excluding shuttering. In ground floor and foundation. (a) 1:3:6 proportion. .
3.01
14330
4761
Ordinary Cement Concrete (mix 1:1.5:3) with graded stone chips (20 mm.nominal size) excluding shuttering and reinforcement, if any, in ground floor, as per relevant IS code. a) Pakur
17.63
108980
6183.29
Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor)(When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m. or part thereof.)Extra for works beond the roof of ground floor per additional floor. (i) Upto and inclusive 4 th. (per floor) and in basement.(2nd.F)(b) Above 30mm. & upto / 37 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge.
105.9
35476
335
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel/Mild steel I. SAIL/TATA/RINL
2.5
151450
60580
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor) (excluding cost of chipping over concrete surface) (ii) With 1:4 cement mortar (c) 15 mm. thick plaster.
147.35
24607
167
Neat cement punning about 1.5 mm thick in wall dado, window silis, floor, drain etc.
147.35
5009
34
Supply of coarse sand (0.6 mm to 2 mm ) including cleaning, screening etc. at site and placing in layers in the recharge pit as per direction of EIC.
7.8
6619
848.66
Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size (as per IS:
4097) and gravel treatment of tubewell including screening, washing, cleaning
etc. of the gravels at the site, all complete as per direction of the Engineer-in-
Charge i) For sites within 4 K.M. from all weather metal road
18
36797
2044.32
Conducting recharge test by filling the de-siltation chamber with water from nearby source by pumping device and impounding the recharge pit with water for recharge through recharge shaft to test the effectiveness of the scheme.(Continuos pumping for eight hours)
1
619
619
M.S or W.I ornamental grill of approved design joints continuously welded with M.S/ W.I flats and bars for windows, railings,etc. fitting,and fixed with necessary screws and lugs in ground floor.a) Grill weighing above 10 kg per sq.m up to 16Kg per sqm.
3
29664
9888
b) For extra work in grill gate (15% extra over the above item.i) For hanging and locking arrangement including supply of materials and labour complete.
0.5
4944
9888
c) Supplying, fitting anf fixing square or hexagonal mesh netting made of 18 BWG galvanised wire with covering batten including cost of screws etc. complete(excluding the cost of battens) in gr. Floor.
12.25
5096
416
Charges for painting with best quality synthetic enamel paint of approved make and brand including smoothening of surface by sand papering etc. including use of approved putty on the surface if necessary on steel surface or metal surface With other than hi-gloss Two coat except white shed on plastered surface
20.05
1503
75
iv) On steel surface--
41
2952
72
Construction of brick structure including concrete, plater, neat cement and painting, writing of sign boardwith any approved colour. (Rate analysed )
1
8664
8664
Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufactures' specified rates) in 1:1.5:3 concrete
50
5950
119
Construction of Temporary water shade made by 50mm dia & 40mm dia G.I. pipes including fitting and fixing of Zn-Al alloy steel sheet with necessary nuts and ciamp all complete . (Rate analysed )
1
35555
35555
Drilling of bere hole of suitable diameter upto required depth by water jet system through any type of soil including hire and labour charges for boring pipes,scaffolding, ther tools and plants etc. and taking out the same all complete and other incidental works in this connection.The bore hole should have minimum 65 mm gap in between outside of the tube Well pipe and the bore. i)For lowering 100 mm dia GI/PVC pipe
150
39321
262.14
Casing pipes ISI marked IS-12818 (c) 100 mm dia. 5 mm thick. (CM) (a) 100 mm dia
144
73440
510
Casing pipes ISI marked IS-12818 100 mm dia. 5 mm thick. Screen Ribbed (Medium) (a) 100 mm dia
6
4902
817
Labour for fitting and fixing G.I. specials including cost of jointing Materials. (a) Plug. (iv) Above 80 mm upto 150 mm dia.
1
14
14
(b) Socket, (iv) Above 80 mm upto 150 mm dia.
2
28
14
(c) Plain Tee. (iv) Above 80 mm upto 150 mm dia.
1
14
14
Labour charges for lowering of pipe,strainers,blank pipe etc.and fitting,fixing the same including cutting, threading where necessary complete including bucket washing and other incidental works in this connection. i)100 mm dia G.I.Blank pipe,Bottom plug with cutter, brass jacketted / stainless steel strainer / PVC strainer / screen / slotted pipes
150
14145
94.3
Washing and development by pumping with 30 cum per hour capacity pump for a period till sand free water comes out and the discharge is about 30 cum per hour, followed by final yield test; inclusive of all tools, plants and scvaffolding and Tube-well hire charge of submersible pump, generator etc. all complete
1
4563
4563.88
Charges for Mobilisation of drilling equipments,tools and plants etc. and transportation of departmental materials from Sub-divisional store to work site and returning excess departmental materials if any, to Sub-divisional store after completion of work.
1
1810
1810.46
Painting with ready mixed black japan of approved make and brand including smoothening surface. (a) Two coats
5
280
56
Cement Concrete (1:2:4) Base Block of (600 x 600 x 300 mm) for fixing base of P. Tube.
1
754
754.36
Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size (as per IS:97) and gravel treatment of tubewell including screening, washing, cleaning etc. of the gravels at the site, all complete as per direction of the Engineer-in-Charge
4.13
11136
2699
Supplying, fitting and fixing including supplying of suitable joining compound for fixing in position, threading, if necessary etc. all complete. ii) 100 mm dia. CI cutter piece upto 450 mm long with socket.
1
330
330.03
Supply of G.I. Plain Tee of approved brand and make (ix) 100 dia
1
740
740
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A)End Plug100 mm (Dia)
1
220
220
Add GST(CGST+SGST -@9% each) 18% Except item no. 1,2,13,14,22,50,51
1
178701
178701.64
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