West Bengal Agro Industries Corporation Limited Tender
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West Bengal Agro Industries Corporation Limited - WBAIC Tender
Coronavirus COVID 19
Eprocure
Opening Date22 Feb 2019
Closing DateCancelled
Tender Amount₹ 69,16,455
Costs
EMD
₹ 1,38,330Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WBAIC_218825_20Bid Award Id
ViewTender No
AIC/AED/NIeT-137/18-19Tender Authority
West Bengal Agro Industries Corporation Limited ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
GEM & Bid Advisory Services
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BOQ Items
(b) (i) With carried earth arranged by the contractor
within a radius of 1 km. including cost of carried earth
50
-
315.84
Supplying and laying polythene sheet (150gm/sq.m)
below flooring or in foundation or in foundation trenches
200
-
25
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
75
-
985.24
PLAIN AND REINFORCED CONCRETE AND ALLIED WORKS :
Single Brick Flat Soling of pickedbjhama bricks
including ramming and dressing bed to proper level and filling joints with local sand.
165
-
377
Cement Concrete ( 1:3:6) with graded stone chips (20 mm size) excluding shuttering below footings, tie beams and other places as directed by the Engineer in charge.
35
-
5803
Ordinary cement concrete ( mix 1:2:4) with graded
stone chips ( 20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS code, Pakur verity
(a)In Ground Floor
3
-
6403
(b)Up to 4th Floor
4
-
6499
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.
[using concrete mixture]
(b) M 25 Grade.(i) Pakur Variety
(i) In ground floor.& foundation.
87
-
7644
(ii) In First floor.
30
-
7740
(v) In Roof.
12
-
7836
Hire and labour charges for shuttering with centering and necessary staging 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 (a) 25 mm to 30 mm thick wooden shuttering without staging in foundation. up to plinth
210
-
225
(b) Steel shuttering or 9 to 12 mm thick approved gualit"Y ply board shuttering in any concrete work above plinth.
(i) In Ground Floor
400
-
403
(ii) In First floor.
410
-
421
(iv) In Roof.
Extra = upto 4th floor
215
-
457
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 with chairs and spacers. and binding with 16 gauge black annealed wire at every inter¬section, complete as per drawing and direction.
No extra payment will be made for chairs & spacers.
(a) Tor steel / Mild steel
(i) In Foundation & Ground Floor
12.5
-
61936
(iii) In First floor.
3
-
62376
(v) In Roof.
1.2
-
63256
MASONRY , PLASTERING AND ALLIED WORKS :
250 th Brick work with 1st class bricks in cement mortar (1:6)
(a)In Ground Floor
72
-
5943
(b)In First floor.
45
-
6055
(b)In Roof
30
-
6279
125 th Brick work with 1st class bricks in cement mortar (1:4) of (class designation 75)
(a)In Ground Floor
135
-
783
(b)In First floor.
45
-
795
(c)In Roof.
35
-
819
Labour for chipping of concrete surface before taking up plastering work.
1035
-
21
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating nosing and drip course where necessary (upto 4th floor)
(a) 15 mm.thick plaster With 4 : 1 cement mortar
In Ground Floor
240
-
176
In First floor.
165
-
180
In Roof.
75
-
188
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating nosing and drip course where necessary (upto 4th floor)
(b) 20 mm. thick plaster With 6 : 1 cement mortar
In Ground Floor
420
-
181
In First floor.
320
-
185
In Roof.
160
-
193
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating nosing and drip course where necessary (upto 4th floor)
(c) 10 mm thick plaster With 4 : 1 cement mortar
In Ground Floor
400
-
140
In First floor.
240
-
144
In Roof.
85
-
152
Neat cement punning about 1.5 mm thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m.
60
-
38
40 mm. thick damp proof course with cement concrete (1 : 1.5 : 3) (with graded stone chips 20 mm. nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementations water proofing slurry coat complete. (cost of water proofing compound and non toxic paint to be paid separately) for underground water retaining structures.
25
-
317
FLOOR FINISH AND ALLIED WORKS:18 mm to 22 mm thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture & pigment matching the stone shade, including grinding & polishing as per direction of Engineer -in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.M and pointing @2.0 kg/Sq.M]
In Ground Floor
105
-
1151
In First floor.
100
-
1156
In Roof.
30
-
1166
Supplying, fitting and fixing 18 mm to 22 mm thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of
pigments matching the stone shade, including
grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.M and for iointina (61.8 ka/Sa.M1
In Ground Floor
12
-
1292
In First floor.
8
-
1297
In Roof.
4
-
1307
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stonechips, laid in panels as
directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring
works using cement @ 1.75 kg/sq.m all complete including all materials and labour.ln ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinarycement).Using grey cement
(i) 20 mm. thick
15
-
265
Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Kota Stone.
120
-
226
Extra cost of labour for grinding Kota Stone Floor in treads and riser of Steps.
30
-
211
Supplying, fitting & fixing granite slabs 15mm to 18mm thick with uniform texture & without decorative vains in floor, columns, wall, facia etc. with 15mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass/copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and
roughening of concrete surface complete.
[Using cement slurry at back side of granite @
4.4Kg/Sq.m. & While cement slurry for joint filling @ 1.8Kg/Sq.m.]
For all Floor
10
-
2685
Supplying, fitting and fixing 1st quality ceramic tiles in walls and floors & 4 Nos. of key stones (10 mm) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with coloring oxide (if required) to match the colour of tiles including
roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
(A) Floor
With sand cement mortar (4:1) 20mm thick & 2mm thick cement slurry at back side of tiles using cement @ 2.91 kg/sq.m. & joint filling using white cement slurry @ 0.20 kg./sq.m.
(a) Area of each tile upto 0.09 SR.M
(i) Colored decorative.
In Ground Floor
10
-
844
In First floor.
10
-
849
Supplying, fitting and fixing 1st quality ceramic tiles in walls and floors & 4 Nos. of key stones (10 mm) fixed with araldite at the back of each tile and finishing the joints with white cement mixed with coloring oxide (if required) to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.
(B) Wall
With sand cement mortar (4:1) 15mm thick & 2mm thick cement slurry at back side of tiles using cement @ 2.91 kg/sq.m. & joint filling using white cement slurry @ 0.20 kg./sq.m.
(a) Area of tile upto 0.09 sq.m.
(i) Colored decorative.
In Ground Floor
58
-
851
In First floor.
25
-
856
PAINTING, WHITEWASHING, POLISHING ETC.
Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)
(a) In Ground floor
810
-
122
(b) In First floor
560
-
129.2
(d) Roof Level
240
-
136.4
Synthetic (Washable) Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer ( as per manufacturer's specification) including cleaning and smoothing of surface two coats at any floor. (Two coat)
(a) In Ground floor
810
-
73
(b) In First floor
560
-
73
(d) In Roof.
240
-
73
Applying Exterior grade Acrylic primer of approved
quality and brand on plastered or concrete surface old or new surface to receive acrylic exterior emulsion paint including scrapping and preparing the surface thoroughly, complete as per manufacturer's specification and direction of the Engineer-in-charge at all elevations. one coats.
(a) At Ground Floor
240
-
34.04
At First Floor
165
-
34.76
At Mumpty
75
-
36.2
Protective and decorative Acrylic Finish Exterior emulsion Paint of . approved quality, as per manufacturer's specification and as per direction of Engineer-in-charge to be applied over a acrylic primer as required .The rates includes the cost of materials, labour, scaffolding and all others incidental charges but excluding the cost of primer .
Two or more coats to give an even shade.
Premium 100% Acrylic Emulsion.At Ground Floor
240
-
92
At First Floor
165
-
99.2
At Mumpty
75
-
113.6
(a) Priming one coat on timber or plastered surface
60
-
41
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
20
-
31
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc.including using of approved putty etc. on the surface , if necessary:
(a) On timber or plastered surface :
Two coats (with any shade except white )
60
-
89
(b) On steel or other metal surface :
With super gloss (hi-gloss) -
(iv) Two coats (with any shade except white)
20
-
86
STEEL AND ALLIED WORKS :
Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.
In Ground Floor
3
-
3726
Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868- 1983, fitted with all other accessories viz. PVC roller, -EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member © 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per
195
-
494
Supplying, fitting and fixing M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. lats,bars,shoes & pipes for stair railing fitted and fixed with necessary screws and lugs.
(ii) Grill weighing above 16 Kg./Sq.Mtr and above
10
-
8053
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g.joists, angle, channel . sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & 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 as electrodes, gas and hire charge of all tools and plants and labour required for the work cluding all incidental chages 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. Payment for gusset, bracket, cleat, rivets,bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for aheight of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. I) For tructural members of specifie
0.5
-
68292
Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall)
(i) 4 mm thick (weighing 7.4 kg/Sq.m)
35
-
615
WOOD & ALLIED WORKS :
Wood work in door window frame fitted and fixed in position complete including a protective coat of painting at the contract surface of the frame excluding cost of concrete, Iron but hinges and M.S. Clamp
Sal : Malaysian
(a) In Ground floor
0.8
-
95898
(b)In First floor.
0.1
-
96098
(c)In Roof.
0.09
-
96498
Panel shutters of door and window, as per design (each panel consisting of single lank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 Cm.
(b) Sishu, Gamar, Champ, Badam, Bhola, Mogra,
Hallak Opening size (1.2 m x 2.13 m with frame Size 95 mm x 70mm)
In ground floor.
13
-
3335
(b)In First floor.
5
-
3364
(c)In Roof.
3
-
3422
Supplying fitting and fixing 30mm thick Factory made solid panel PVC door shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19mmX19mm for style, top and rail, M.S. frame shall have cost of steel primer of approved make and manufacture, M. S. frame covered with 5mm thick heat moulded PVC "C" channel of size 30mm thick, 70mm width out of which 55mm shall be flat and 20mm shall be tapered in 45 degree angle on either sides forming styles; and 5mm thick 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top & bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10mm (5mmX2) thick 20mm wide cross PVC sheet as gap insert for top rail and bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the style & paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/sealed to the style & rail with 7mm (5mm+2) thick 15mm wide pvc sheet beading on inner side and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm which is to be stuck on the interior side of the "C" channel using PVC solvent adhesive etc. complete excluding all necessary hardwires as per direction of engineer-in-charge.
In ground floor.
2.5
-
2277
In First floor.
2.5
-
2277
Supplying, fitting and fixing Factory made PVC door frame of size 50mmX47mm with a wall thickness of 5mm , PVC sheet miter cut at two corners and joined with two nos of 1.5mm long brackets of 15mm X 15mm M.S. square tube of 19 gauge, weather seal to be provided through out. the frame. The door shall be fixed with the wall using 65/100 mm long M.S. screws through the frame by using PVC fasteners. A minimum of 4 nos of screws to be provided for each vertical member etc. complete as per manufacturer's specification and direction of Engineer-in-charge.
In ground floor.
6.5
-
352
(b)In First floor.
6.5
-
352
HARDWARES :Supplying, fitting and fixing M.S. clamps for fiffitngs.
a) with 50mm iron Butt-hinge
door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)
(b) 40mm X 6mm, 200mm Length
80
-
28
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(viii) 100mm. X 75mm. X 3.50mm.
25
-
75
Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:
(vi) 200mm long x 10mm dia. bolt.
30
-
91
Anodized aluminium Aldrop/Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete :
(i) 300 mm x 16 mm dia. Bolt
54
-
269
Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete:
With round base :
(ii) 100 mm grip x 10 mm dia rod.
54
-
62
Anodized aluminium floor door stopper.
54
-
78
Rubber buffer block 125 mm long 40 mm dia.
54
-
15
Supplying 'Godrej' mortice lock chromium plated with latch and keys 4 levers, including fitting and fixing complete.
10
-
1223
ROOF WATER PROOFING AND ALLIED WORKS :(Supply & Installation)
Providing waterproofing treatment over concrete roof surface (old or new). by the application of two coats of slurry prepared with latex of approved brand, water and cement in the proportion of (LP.W. Cement - 1:4:6) by volume, with brush in a time gap of minimum 4(four) hours to 14(fourteen) hours between the two layers, laying 20mrn thick and sand and cement consolidated plaster (1:4) admixed with Plastocrete Super of approved brand 0.2% by weight of cement, laying flat 1st class Brick Bats / Bricks over the mortar keeping a gap of 10-20 mm between two bats, filling the vertical joints with the aforesaid mortar, providing a second layer of 20 mm thick sand and cement plaster (1:4) admixed with Plastocrete Super as above over the brick layer, the top surface of the treatment should be chequered to provide the antistrip property.
(Note - the applicator is to be specialized in such type of work as per specification and maintain the I.S.I. Marked of the ingredients of the application. The skilled worker such as Head Mason, Mason, Bhistri, Major should be trained from expert and recognized technical Personal/Institution having affiliated ISO-9001)
(a) By Bricks (cement 25.66 kg/ Sq.m)
100
-
915
Supplying, fitting & fixing UPVC pipes A- type and
fittings conforming to IS : 13592 - 1992 with all necessary clamps nails; including making holes in walls, floors, etc. cutting trenches in any soil through masonry concrete structures etc. if necessary and mending good damages including joining with jointing material (spun yarn, Valamoid/Bitumen/ M-seal etc) complete.
A) UPVC pipe
110 mm dia.
75
-
291
B) UPVC fittings plain Tee
(a) (ii)110 mm dia.
12
-
200
C) UPVC fittings shoe
B(d)(ii) 110 mm dia.
12
-
128
PART B: EXTERNAL SANITARY & ALLIED WORKS:
Constructing Inspection pit of inside measurement
600mm X 600mm Xupto 600mm (depth)with 250 mm thick 1st. class brick work in cementmortar (1:4) on all sides, bottom of the pit consisting of 100 mm thickcement concrete (1:3:6)with stone chips over a layer of jhama brickflat soling,15 mm thick (1:4)cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4)plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6)with stone chips as per direction, neat cement finishing to entire internal surfaces,top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4)in all external surfaces of the slab andone 560 mm dia. R.C.C. manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings, necessary earthworkin excavation in 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.
5
-
7929
Construction of septic tank of different capacities as per approved drawing with first class brick work in cement mortar (1:4) including two560mm dia.R.C.C. manhole cover ( heavy type) of approved make supplied, fitted and fixed in the 100mm thick R.C.C. (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (1:4) with neat cement finish to the internal surfaces and 15mm thick cement plaster (1:4) to out side wall up to 200mm below G.L.floor finished with 25mm thick grey artificial stone over 100mm thick R.C.C. (1:1.5:3)
bottom slab including supplying fitting and fixing all necessary specials, fittings, S. W. tee, C.I. foot rest etc.
including excavation earth in all sorts of soil, shoring, balling out and pumping out water as necessary, ramming dressing the bed and filling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc, with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials.
For 50 users with pakur variety
1
-
98696
Construction of circular soak well 2.5metre deep in all types of sandy soils with dry brick work upto 1.6metre from the bottom having 150mm intermediate cement brick work (1:4) band all round and cement brick work (1,4) up to 900mm from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling metal (50mm to 63mm size) including R.C.C. cover slab of 100mm thick with cement concrete (1:1.5:3) With stone chips with necessary reinforcement and shuttering including one 560mm dia R.C.C. manhole cover ( heavy type) approved make supplied, fitted and fixed in the cover slab with necessary fittings, making necessary arrangements for pipe connections,excavation of well including shoring, dewatering and removing the excess earth from the premises as per direction of engineer-in-charge complete in all respect with all costs of labour and material. with 250mm thick dry brick work and 250mm thick cement brick work (6:1) and 1.00m inside dia.
1
-
17911
Supplying PVC water storage tank of approved quality with closed top with lid. (Black)-Multilayer.
2500 litre capacity
1
-
15530
PART C: BORING UPTO 250 M DEPTH ALONG WITH SUBMERSIBLE PUMP ARRANGEMENT:
Supplying and fixing of 5.0 HP submersible pump, cable with matching stater and piping all complete.
1
-
45000
Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making necessary arrangements water required for boring etc. complete and lowering pipes,strainers, blind pipes etc. complete.
For depth more than 150 metre for 50 mm dia. tube well with top
enlargement of 100 mm dia.
50 mm dia. boring etc. beyond 150 metre
100 mm dia. boring etc. top enlargement
First 30 metre
30
-
430
Next 120 metre
120
-
290
Next 100 metre
100
-
218
Supply of PVC pipes and fittings ( Medium
duty;Schedule 80) Conforming to ASTMD- 1785 & Threaded to match with G.I pipes as per IS: 1239( Dart 1)
50 mm dia
196
-
424
100 mm dia
30
-
1228
Supplying high density polythene strainer of
approved make with adapter conforming to I.S. specifications.
50 mm. dia.
24
-
634
Supplying, fitting and fixing heavy type bell mouth reducing socket.
100 mm. x 50 mm.
1
-
540
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous
pumping per day with necessary arrangements for
testing the yield in gallons per hour with V notch including hire and labour charges for all tools and plants and scaffolding as required.
1
-
7613
Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
2
-
1243
Packing the annular sapce between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm. to 5 mm. or the size approved by the Engineer-in¬Charge including cost of all materials labour and equipment complete.
Note: Initial 6m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.
3
-
2050
Geophysical investigation of the acquifer by
electrologging system with all tools and plants as necessary including supply of necessary report
1
-
8329
Supply , fitting & fixing threaded end cap
50 mm
1
-
48
Supplying Solvent Cement
12
-
137
Supply , fitting & fixing plug
100 mm
1
-
232
Sanitary & Plumbing(Internal)
1
-
293998.65
Electrical
1
-
293999
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