Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date12 Nov 2024
Closing Date18 Nov 2024
Tender Amount₹ 96,00,000
Costs
EMD
₹ 6,80,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEALD_973400_1Bid Award Id
ViewTender No
5408/95C/etendering/P.F.C/2024 Dt 06.11.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Cartage 5 Km
1000
165
165000
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) (DSR 4.1.5)
63
5300
333900
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313 ( Part II 1981 ) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1 Treatment for masonary & foundation 5 liters pe r/ 100 Sqm. (2) Back fill in immediate contact with foundation 7.5 liters / 100 Sqm. (3) Treatment of top surface of plinth filling 5 liters / 100 Sqm. (4)Treatment junction of wall and the floor 7.5 liters / 100 Sqm. (5)Treatment of soil along external perimeter of building 7.5liters / 10 Sqm. (6) Treatment of soil under apron along external perimter 5 liters / 100 Sqm. (CH18) PBH (Sor) 210
240
200
48048
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) upto plinth level DSR-5.1.2
115
6580
756700
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR-5.2.2
48
7900
379200
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size DSR- 5.3.2
17
8350
141950
Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (DSR 5.22.6)
20000
78
1560000
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (DSR 5.9)
140
280
39200
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (DSR 5.9.3)
140
660
92400
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR 5.9.5)
430
530
227900
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.6)
260
680
176800
First class brick work in 1:6 cement and COARSE sand of mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work.
100
5150
515000
First class brick work in 1:4 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. DSR.-6.4.1
120
6800
816000
First class brick work in 1:3 cement and COARSE sand of mortar in super structure including supply of all materials, labour and T&P etc. required for proper completion of work. Half thick wrick work (DSR 6.8)
35
620
21700
Providing and laying polish finished vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm (DSR DSR 11.41.2)
125
1100
137500
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4
Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. (DSR 11.40)
14
1040
14560
Kota stone flooring over 20mm thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab , including rubbing and polishing complete with base of cement mortar 1:4 , 25mm thick (DSR 11.27)
94
1410
132540
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white
cement & matching pigments etc. complete.Size of Tile 600x600 mm (DSR 11.46.2)
90
1170
105300
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR 11.37A)
64
1360
87040
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.(DSR 11.56.2)
70
2200
154000
Water proofing Grading roof for water proofing treatment with cement concrete 1:2:4 For Undulation in Roof (DSR 22.14.1)
22.7
5850
132795
Proving and appling fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity indux of 105 on top of concrete roof in three coats @10.76litre/10sqm. One coat of self priming of elastomeric waterproofing liquid and two coats of undiluted elastomeric waterproofing liquid . (DSR 22.24A)
220
400
88000
12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand) (DSR 13.1.1 )
250
240
60000
15 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) D.S.R. 13.2.1
260
290
75400
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete (DSR 13.80)
560
70
39200
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. DSR. 13.26
180
185
33300
Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats (DSR 13.83.2)
260
100
26000
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer (DSR 13.41.1)
180
125
22500
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). 1 DSR 13.47.1
550
120
66000
Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height above 1.8m). (DSR DSR 9.147.A1.3)
95
7000
665000
12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand) (DSR 13.1.2)
180
235
42300
15 mm cement of mix 1:6 (1 cement: 6 fine sand) DSR-13.2.2
110
265
29150
Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete (DSR-10.1)
2000
85
170000
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :13.61.1 Two or more coats on new work (DSR13.99.1)
40
72
2880
Preparation of subgrade by ecxcavation earth to an average of 22.5 cm depth dressing to and consolidated with road roller including making good the undulation etc. and disposal of surplus earth lead upto 50m (DSR 16.1 )
320
150
48000
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (AR)
45
2850
128250
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern (DSR 16.91.2)
320
790
252800
Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering-All work up to plinth level: 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm. nominal size ) DSR 4.1.8
21
4950
103950
Supplying and filling of stone boulder (MR)
17
2000
34000
Supplying and fixing C.I. cover with frame for manholes :455x610 mm rectangular C.I. cover (light duty)the weight of the cover to be not (DSR 19.18.1)
4
980
3920
Providing and fixing floor Mounted type white vitreous china European Water Closet, white vitreous china flushing cistern of approved make with seat and lid (heavy duty) brass hinges, including C.I.chair or other hanging arrangement complete with rubber buffer having 'P' or 'S' trap, PVC pan connector, including C.P. Nuts, bolts, etc. making holes in walls, floors and making good the same with concealed cistern with dual flushing 6/3 Ltrs. .(DSR 17.2)
4
4720
18880
Providing and fixing, testing and commissioning of vitreous china above/under counter mounted type oval / circular wash basin 600 x400 mm size with 32mm C.P. brass waste assembly -450, 32mm C.P. bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete including C.I. / M.S. fabricated adjustable brackets duly painted cutting and making good the walls / floor wherever required.
3
2840
8520
Providing and fixing, testing and commissioning of vitreous china under counter mounted type Retangular Surgical wash basin 600 x450 mm size with 32mm C.P. brass waste assembly -450, 32mm C.P. bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete including C.I. / M.S. fabricated adjustable brackets duly painted cutting and making good the walls / floor wherever required. (DSR 17.7.8)
1
2620
2620
Providing Fixing, testing and commissioning of Urinal automatic flushing system comprising of infra-red photocell electrically operated soleniod valve with concealed copper wiring, plumbing, electronic and electrical accessories including such items as will be required to provide satifactorily functioning of system as approved by Engineer-in-charge. The system shall fluch the urinal after use automatically. The flushing mechanism to match urinal used in above item No. (DSR 17.5)
3
8780
26340
Providing Fixing , testing and commissioning of white vitreous china urinal partition of size 680x300 mm fixed with expandable anchor fasteners with C.P. brass bolts and washers,embeddded in wall with anchor and set in concrete complete including cutting and making the walls wherever required.
4
780
3120
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.(DSR 17.31)
3
1150
3450
Providing and fixing C.P. brass angle valve for basin mixer and geyser
points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15 mm nominal bore (DSR 18.53.1)
16
410
6560
Providing Fixing , testing and commissioning of C.P. brass single lever Wash basin piller cock wiith/ without pop up waste system complete as required. Jaquar - ORM-10001
4
3450
13800
Providing and fixing of CP brass Health faucet with 8mm dia 1mtr. Long PVC tube and wall hook fixed to wall with rawl plug and CP brass screws complete. (DSR 1716.a)
4
250
1000
Providing Fixing -S. S. Braided pipe 400mm long.( Jaquar) (MR)
12
240
2880
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) SDR-11 pipes, having thermal stability for cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal outer dia Pipes (DSR 18.8.2)
60
380
22800
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) SDR-11 pipes, having thermal stability for cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal outer dia Pipes (DSR 18.8.3)
55
440
24200
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) SDR-11 pipes, having thermal stability for cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal outer dia Pipes (DSR 18.8.4)
10
530
5300
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) SDR-11 pipes, having thermal stability for cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 40 mm nominal outer dia Pipes (DSR 18.8.5)
5
525
2625
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes DSR-18.8.2
60
310
18600
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm dia DSR-18.18.2
5
330
1650
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm dia DSR-18.18.3
3
335
1005
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 40 mm dia
3
450
1350
Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately
4000
8
32000
Providing and fixing uPVC class-B(IS:13592) trap of self cleaning design complete including cost of cutting and making good the cut-outs in walls and floors etc. complete (P or S trap). Make-Astral/Ashirwad, Finolex 100 mm inlet and 100 mm out let
7
390
2730
Providing and fixing 100mm dia nominal bore uPVC pipe (Class-III) inlet fitting approximately 400mm long above the trap with one or more 32/ 40/ 50/ 65mm dia holes for jointing waste pipes from waste appliances jointed and sealed with epoxy based sealant complete. (Make-Astral/Ashirwad, Finolex
3
390
1170
Providing and fixing uPVC SWR Pipes class B (IS:13592) with all injection moulded fittings complete including jointing with solvent cement including cutting and making good the walls wherever required. (For soil & waste pipes). Nothing extra will be paid for supports.(Inside Toilets, Kitchen & Balcony) 110 mm outer dia
40
480
19200
Providing and fixing uPVC Pipes complete (IS: 4985 Class-III) with uPVC pipe fittings e.g. elbows, tees, reducers, unions, plugs, flanges etc. and clamps and jointing with solvent cement including chase cutting and making good the walls etc. wherever required for waste connection from W. B.Sink, floor drains etc.(Make-Akg/Kissan/Raksha 32 mm outer dia
5
360
1800
Providing and fixing uPVC Pipes complete (IS: 4985 Class-III) with uPVC pipe fittings e.g. elbows, tees, reducers, unions, plugs, flanges etc. and clamps and jointing with solvent cement including chase cutting and making good the walls etc. wherever required for waste connection from W. B.Sink, floor drains etc.(Make-Akg/Kissan/Raksha 40 mm outer dia
5
390
1950
Providing and fixing uPVC Pipes complete (IS: 4985 Class-III) with uPVC (Drain pipe fittings e.g. elbows, tees, reducers, unions, plugs, flanges etc. and clamps and jointing with solvent cement including chase cutting and making good the walls etc. wherever required for waste connection from roof Rain water etc.(Make-Akg/Kissan/Raksha 110 mm outer dia
16
480
7680
Providing and fixing 100% stainless steel grating of approved make and quality grade 304 on top of floor trap. The rate includes the cost of all ancillary works and material as required to complete the works. 101mm Dia
4
490
1960
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
4
45
180
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P type. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (DSR 19.4.1.2)
3
1950
5850
Providing, Testing & Commissioning of a complete Pump System Set pressure for water transfer applications, Fixed speed, skid mounted complete with panel with alternate operations of pumps, over load protections, dry run protections & with GI suction & delivery header in Accordance with Pumps Domestic Water Pumps spects are as follows: No. o f pumps 2 (1 Working + 1 Standby) Water Flow Rate 50 LPM each Head 25 M
1
40000
40000
For water level controllers with electronic sensing probe complete in all respect for following functions. i) Domestic Water transfer Pumps To cut off at low level in domestic water U.G tanks and cut off at high level in OH Domestic water tank and to cut-in at high level in OH tanks.
1
18000
18000
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All Kind of Soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.(DSR 2.10.1.2)
50
250
12500
Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 meter). (DSR 2.11)
5
90
450
150 mm diameter S.W. pipe/ DWC PIPE(DSR 19.1.2)
50
480
24000
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe/ DWC PIPE (DSR 19.2.2)
50
850
42500
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 60x60 cm and 75 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 e (DSR 19.7.1.1)
7
9290
65030
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR 19.16)
14
400
5600
Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level. All types of soil 200 mm dia.(DSR 23.1.1.1)
90
390
35100
Boring/drilling bore well of required dia perfectly vertical to receive casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level. Rocky strata including Boulders. 200 mm dia.(DSR 23.1.2.1)
90
1040
93600
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal dia.(minimum wall thickness 5mm) (DSR 23.3.1)
90
480
43200
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia.(DSR 23.4.1)
90
490
44100
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed and approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire and labour charges, fittings and accessories, all complete, for all depths, as per direction of Engineer- in-charge. 100 mm nominal size dia having minimum wall thickness 4.50 mm (DSR 23.10.1)
40
980
39200
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (DSR 23.8)
4.2
1470
6174
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 100 mm dia (DSR 16.9.1)
2
160
320
Providing and fixing M.S. clamp of required dia made of 100 x10 mm flat to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts and nuts of required size complete. 100 mm clamp. (DSR 23.14)
20
1380
27600
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 100 mm dia (DSR 23.15)
6
190
1140
Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. (DSR 23.5)
4.2
1090
4578
Supplying, filling, spreading and leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. (DSR 23.6)
4.2
1100
4620
Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer-in-charge. (DSR 23.7)
4.2
1100
4620
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four no longitudinal and 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mmx1.6 mm complete, all as per direction of Engineer-in-charge. (DSR 23.9)
10
1000
10000
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level and draw down etc. by step draw down method, collecting water samples and getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire and labour charges of air compressor, tools and accessories etc., all as per requirement and direction of Engineer-in-charge.(DSR 23.12)
1
780
780
Boring with 100 mm diameter casing pipe for hand pump/ tube well in all soils except ordinary hard rocks requiring blasting including lowering the casing pipe. Beyond 12 m and upto 18 m depth. (DSR 18.42.1)
40
740
29600
Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. Filter of 32 mm dia meter (DSR 18.43)
40
680
27200
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. Filter of 32 mm dia meter (DSR 18.44)
40
390
15600
Providing and placing in position hand pump of India mark II of approved quality for 40 mm diameter G.I. pipe complete with all accessories. (DSR 18.45)
1
950
950
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