Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Eprocure
Opening Date14 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 1,62,10,585
Costs
EMD
₹ 16,21,060Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_UPJDA_353730_1Bid Award Id
ViewTender No
308/JDA/Ni.Su./2019-20Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
... More
Cleaning jungle including up rooting of rank, vegetations grass, push, wood trees and samplings of girth upto 30 cms. Measured at a height of 1 M. above ground level and removal of rubbish up to a distance of 50M. Out side the periphery of area cleared. PWD-259
727.2
2908
4
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CIVIL WORK - CONCRETE WORK
Providing and laying Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ballast 40mm mnominal size) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors PWD-279 (a)
As in item 279 (a) above but in proportion of 1:4:8 PWD-281
0.14
716
5120
... More
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth DSR-4.17
1.98
830
419.3
... More
Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement approved coarse sand and 2 cm gauge stone grit in proportions of 1:2:4 excluding its fixing and binding the same with 24 B.W. G.G.I. binding wire, moulds, all materials labour, Tools & Plants etc. required for proper completion of the work. the rate excludes making of drip course which shall be paid extra. PWD-282
0.5
3775
7550
... More
R.C.C. work with cement approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2:4 in lintels of door & window excluding supply of reinforcement and its bending , but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. PWD-283
0.8
5880
7350
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. DSR-5.33 All works upto plinth level DSR-5.33.1
3.02
19014
6296.15
... More
All works above plinth level upto floor V level DSR-5.33.2
49.06
344133
7014.55
... More
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete DSR-5.9.1
10.08
1980
196.45
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR-5.9.5
224.68
74627
332.15
... More
Suspended floors, roofs, landings, balconies and access platform DSR-5.9.3
87.1
34983
401.65
... More
Edges of slabs and breaks in floors and walls DSR-5.9.16
20
2328
116.4
... More
Columns, Pillars, Piers, Abutments, Posts and Struts DSR-5.9.6
15.95
7230
453.35
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CIVIL WORK - BRICK WORK
First class brick work in 1:6 cement and fine sand of 1.25 FM, mortar in foundation and plinth including supply of all materials, labour and T & P etc required for proper completion of the work PWD-6.1.1/303
Same as item no. 303 but in 1:4 cement, coarse sand mortar. PWD-6.1.3/305 (b)
8
43400
5425
... More
As in item 303 to 307 above but in superstructure including necessary cutting & moulding of brick as required thickness of walls not to be less than 1.5 brick. Add extra labour to above items. PWD-6.1.6/309
320.83
1812689
5650
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CIVIL WORK - DAMP PROOF COURSE
2cm thick Damp proof course with cement and approved coarse sand 1:2 including water proofing as ordered by the Engineer in charge in the proportion as specified by the Manufacturer including supply of all materials, Tools & plants etc required for proper completion of the work and including proper curing & shuttering as necessary PWD-360
As in item 360 above but 2.5 cm thick and of cement concrete consisting of 1 part cement, 1.5 parts approved coarse sand and 3 parts approved 10 mm. graded stone grit and including water proofing material as ordered by the Engineer in charge in the proportion as specified by the manufacturer. PWD-361
2.83
820
290
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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof courseafter cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. DSR-4.13
2.83
373
132
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CIVIL WORK - MILD STEEL & IRON WORK
M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. PWD-10.31/504
38.05
262164
6890
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR-10.25.2
6768.2
609814
90.1
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CIVIL WORK - ROOF WORK
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by
Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5(1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to requiredslope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days ofproper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645
and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface withtrowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. d) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge :
With average thickness of 120 mm and minimum thickness at khurra as 65 mm. DSR-22.7
7.8
7948
1019.05
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. DSR-12.22
4
746
186.65
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Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase DSR-12.21.1
12.4
1774
143.1
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CIVIL WORK - PLASTER AND POINTING
12mm thick plaster with cement mortar in proportion of 1:2 cement and fine sand of 1.25 FM PWD-580 As in item 580 above but with cement and fine sand of 1.25 FM in 1:3 PWD-582
1063.62
148906
140
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Add for extra labour to all item of plaster if done ceiling. PWD-587
7.8
1185
152
... More
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. DSR-13.12
20
5178
258.9
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CIVIL WORK - FLOORING & CLADDING
Providing and laying Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the 40mm 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 : NSI
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
7.8
27300
3500
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm DSR-8.2.2.2
118.57
463300
3907.4
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Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete. DSR-8.4
20
4948
247.4
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Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work DSR-8.3.2
20
4611
230.55
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Wall lining butch work upto 10 m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone chips of minimum length 300 mm and required width including embedding every tenth layer and bottom most layer in the masonary or concrete after making necessary chase of size 75 X 75 mm and by providing layer of 75 mm thick strip i /c 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) i /c ruled pointing in cement mortar 1:2 (1 white cement :2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer in charge. DSR -7.36
1782.27
2125267
1192.45
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CIVIL WORK - PAINTING AND DISTEMPERING
Distempering with 1st quality acrylic distemper, 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-13.81.2
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre DSR-13.85.3 (QTY 35.85 Unit Sqm)
40
1828
45.7
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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
40
3586
89.65
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : DSR-13.61
246.96
18373
74.4
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CIVIL WORK - ANTI TERMITE TREATMENT
Pre and Post construction anti termite treatment from a reputed agency such as PCI, HSS or equivalent as approved by the Engineer-in-charge. The agency shall also furnish a gaurantee of 10 years.
Pre Construction anti termite treatment
For foundations and plinth before laying the PCC the compacted and leveled soil shall be treated at the rate of 5 liters per Sq. mtr.
Before laying the plinth protection, the soil around the external perimeter of the building up to a depth of 30 cm shall be treated at 2.25 litres per linear meter. Roding shall be carried out to facilitate the treatment.
Post Construction Anti termite treatment
Treatment at the junction of wall & floor by drilling holes at skirting level at a distance of 300-450mm
Application of chemicals in the drilled holes as per manufacturers recommendations
Sealing of the holes after the application of chemicals with chalk and white cement NSI
7.8
1614
207
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CIVIL WORK - ALUMINIUM WORK
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required
including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion
Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR-21.1.1.2
12.6
4759
377.75
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For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / Neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR-21.1.2.2
8.64
3764
435.75
... More
Providing and fixing false ceiling with 12 mm thick plain/semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded ressed particle board conforming to IS: 3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) T-sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S. rod fixed to roof slab by means of ceiling cleats. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P. brace screws and applying a priming coat of zinc chromate yellow primer ( aluminium frame work shall be paid separately). DSR-12.29
7.8
4586
588
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EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100fts.) from the foundation trenches. 251 (4.11)
165.36
15213
92
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR-2.25
165.36
18586
112.4
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Sand filling in plinth including Supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming,dressing etc. rate to include cost of all materials, labour and T & P etc. required for proper completion of the work. 255 (4.4)
34.45
16019
465
... More
Providing and injection chemical emulsion for pre-constructional antitermite treatment and creating a chemical barrior under and arround the column pits, wall trenches, basement excavation top surface of plinth, filling juction of walls and floors, along the external perimetre of building, expansion joints surrounding of pipes and conduit etc. complete plinth area of the building at ground floor only shall be measured as per. Is 6313 (PartII 1981) Aldrine emulsifiable concentrate or any other approved material such a chloropyriphos or Heptrachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follows. NSI
(1) Treatment for Masonarry & foundation 6 litters per sqm.
(2) Back fill in immediate contact with foundation 7.5 liters per sqm. (3) Treatment for top surface of plinth filling 6 liters per sqm. (4) Treatment of soil under Apron along external perimeter 6 liters per sqm.
91.8
13861
151
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CONCRETE WORKS
Providing & Laying Cement concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. 281
30.93
158361
5120
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. DSR-5.33
Note :- Cement content considered in this item is @ 330 kg/Cum. Excess/less cement used as per design mix is payable/recoverable separately).
All works upto plinth level. DSR-5.33.1
133.33
839465
6296.15
... More
All works above plinth level upto floor V level. DSR-5.33.2
50.57
354705
7014.15
... More
Centering and shuttering including strutting, propping etc. and removal of form for : DSR-5.9
Foundations, footings, bases of columns, etc. for mass concrete. DSR-5.9.1
79.1
15539
196.45
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR-5.9.5
315.32
104733
332.15
... More
Columns, Pillars, Piers, Abutments, Posts and Struts. DSR-5.9.6
797.04
361338
453.35
... More
Suspended floors, roofs, landings, balconies and access platform DSR-5.9.3
284.3
114189
401.65
... More
BRICK WORK
First Class brick work in 1:6 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc.required for proper completion of the work. PWD-(303)
As in item (303) above, but in 1:4 cement and Coarse sand mortar. PWD-(305(b) (6.1.3))
28.11
151091
5375
... More
As in item (303) to (307) above but in super structure above including necessary cutting and moulding of brick work as required and also including honey combed brick in thickness of wall not to be less than 1. 1/2 brick thick. Add For Extra labour to above items. PWD-(309(6.19) (6.1.6))
28.11
6184
220
... More
As in item (309) above, but for wall of one brick thick add for extra labour. PWD-(310)
28.11
5622
200
... More
As in item (309) above, but for wall of half brick (4. 1/2") thick. Add for extra labour over item no. 310 PWD- (310(a)
2.83
283
100
... More
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. DSR-(6.15)
0.33
22
69.5
... More
FLOORING WORK
Kota stone 300x300 slab flooring over 20 mm (average) thick base laid over and jointed with gery cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with Base of cement mortar 1:4 (1 cement :4 coarse sand) : 25 mm thick DSR 11.26.1
192.72
182255
945.7
... More
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's less than 0.08% and conforming to IS: 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete; Size of Tile 50x50 cm DSR '11.41.1
15.5
18326
1182.35
... More
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours such as White, Ivory, Grey, Fume Red Brown laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete. DSR 11.37
273.95
209448
764.55
... More
Providing and fixing 18 mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen plateforms, vanity counter facias and similar locations of required size of approved shade colour and texture laid over 20 mm thick base of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels: Granite of any colour and shade; Area of slab over 0.50 sqm. DSR 8.2.2
1.08
3330
3083.4
... More
Wall lining butch work upto 10 m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone chips of minimum length 300 mm and required width including embedding every tenth layer and bottom most layer in the masonary or concrete after making necessary chase of size 75 X 75 mm and by providing layer of 75 mm thick strip i /c 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) i /c ruled pointing in cement mortar 1:2 (1 white cement :2 stone dust ) with an admixture of pigment to match the shade of stone complete as per direction of Engineer in charge. DSR -7.36
140.3
167300
1192.45
... More
Glass Mosaic Tile
Providing and fixing 25 mm x25 x4 mm or 50 mm x 50 x4 mm Glass Mosaic /Shon tiles in place of 20 mm x 20 mm x 4mm glass mosaic tiles as per detailed to be specified by the manufacturer), in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of Architectural Design pattern and shade of tiles. NI
230.5
322700
1400
... More
MILD STEEL AND IRON WORK
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level And above plinth level DSR-5.22
Thermo-Mechanically Treated bars DSR-5.22.6
18813.38
1281191
68.1
... More
FINISHING WORK
PLASTER WORK 7.0
17.58 12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and 'smooth. No extra for mixing any additive. 7.1
1 Cement: 3 Coarse sand 1
74.9
12500
166.9
... More
1 Cement: 4 Coarse sand 2
1 Cement: 6 Coarse sand 3 (Rate 126.10 Unit Sqm)
100.05
14027
140.2
... More
ALUMINIUM WORK
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required
including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion
Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR-21.1.1.2
26.07
9847
377.75
... More
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / Neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron) DSR-21.1.2.2
6.09
2653
435.75
... More
Providing and fixing false ceiling with 12 mm thick plain/semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded ressed particle board conforming to IS: 3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodised aluminium (with 15 micron anodic coating) T-sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm square. The frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia M.S. rod fixed to roof slab by means of ceiling cleats. The suspenders shall be placed 600 x 1200 mm centre to centre including fixing to the frame with C.P. brace screws and applying a priming coat of zinc chromate yellow primer ( aluminium frame work shall be paid separately). DSR-12.29
16
9408
588
... More
ROAD AND JOGGING TRACK
EARTH WORKS
Excavation in foundations in Ordinary Soil (Loam Clay or sand) including lift upto 1.5m. (5 fts.) and lead upto 30 m. (100 fts.) & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and sides of foundation trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. (100fts.) from the foundation trenches.
Schedule Item No. 251 (4.11)
165.59
15234
92
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR-2.25
165.59
18612
112.4
... More
ROAD WORK /UNDER FLOOR
Preparation and consolidation of sub grade with power road roller of 8 to 12 to nne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade. DSR-16.1
Supplying and stacking at site. DSR-16.3
673.4
54740
81.29
... More
90 mm to 45 mm size stone aggregate. DSR-16.3.1
80.81
105897
1310.45
... More
63 mm to 45 mm size stone aggregate. DSR-16.3.2
60.61
81714
1348.2
... More
53 mm to 22.4 mm size stone aggregate. DSR-16.3.3
60.61
82065
1354
... More
Moorum DSR-16.3.10
161.62
104463
646.35
... More
Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with 3 wheeled road/ vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate watering and compacting to the required density.uding stone screening 13.2 mm size Schedule Item No. 16.4
686.49
292067
425.45
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
190.13
1006909
5295.9
... More
Providng and laying and making kerb channel 30 cm wide and 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size over 75 mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. DSR-16.69
339.69
129778
382.05
... More
SUB HEAD-17.0-SANITARY INSTALLATIONS (DSR/SOR ITEMS)
Supply of White glazed earthen ware(European type) W.C. Pan 580 mm Dia (Make- Jaquar/ parryware/ hidware)SOR Ch.-21 item -4
3
3750
1250
... More
Fixing European type white glazed earthen ware W.C.pan(Indian Make) of approved 1st quality I.S.I.marked back lite seat cover & lid with c.P. Brass hinges and rubber buffers.SOR 23.112
3
768
256
... More
Providing & fixing wash basin with C.I. brackets, C.P brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets,cutting and making good the walls wherever required: Make- Jaquar/ parryware/ hidwareDSR 17.7
White Vitreous China Wash basin size 630x450mm with a single 15 mm C.P.brass pillar taps.DSR 17.7.1
2
4041
2020.6
... More
Supply of Flat back or angular front lipper urinal basin of white glazed earthen ware 465x355x265mm (Make- Jaquar/ parryware/ hidware)SOR Ch.-21 item -10
2
1670
835
... More
Fixing of squatting plate pattern urinal of size 600mmx350mm with integral longitudinal flush pipeSOR 23.124
2
536
268
... More
Providing & Fixing CP brass bib cock of approved quality conforming to IS : 8931 (Make- Jaquar/ parryware/ hidware)DSR 18.49
15 mm Nominal bore 18.49.1
3
1115
371.7
... More
Providing CP brass angle valve for basin mixer & geyser points of approved quality conforming to IS : 8931 (Make- Jaquar/ parryware/ hidware)DSR 18.53
15 mm Nominal bore 18.53.1
14
6659
475.7
... More
Supply of HCI grating 100mm dia. (Make- Jaquar/ Parryware/ hidware)SOR Ch.-21 item -52
6
372
62
... More
SUB HEAD-17.0-SANITARY INSTALLATIONS (NON DSR ITEMS)
Providing and fixing, uPVC quickfit pipes 6 Kg/Cm2 (IS: 4985) including all fittings (plain or door) e.g. bends, junction, offsets, access pieces, jointing with rubber ring/solvent cement joints including required suports,cutting chase or holes in walls and floors and making good where required.(for waste pipes, ASP pipe inside the building) ( Make- Supreme/ AKG/ Finolex)
a) 110 mm diaSOR N.S-1
40
96840
2421
... More
Providing and fixing, uPVC quickfit pipes (IS: 4985) including all fittings (plain or door) e.g. bends, junction, offsets, access pieces, jointing with rubber ring/solvent cement joints including required suports,cutting chase or holes in walls and floors and making good where required.(for waste pipes, ASP pipe inside the building) ( Make- Supreme/ AKG/ Finolex)
a) 40 mm (OD)SOR N.S.-2
10
6950
695
... More
b) 50 mm (OD)SOR
10
8500
850
... More
Providing & fixing in position uPVC P"or S" trap of self cleaning design of following sizes for the embedded areas. Making proper connection with drip-seal joints, cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors where required.( Make- Supreme/ AKG/ Finolex)
a) 100 mm inlet and 100 mm outlet SOR N.S.-3
3
2796
932
... More
b) 100 mm inlet and 50 mm outlet (Floor Drains only)SOR
2
328
164
... More
Providing and fixing CP brass Waste coupling & CP Cast brass Bottle Trap 32 mm size with 250 mm long wall connection pipe including wall flange & other required accessories for sink & urinal complete in all respect as per direction of engineer - in - charge . (Make- Jaquar/ parryware/ hidware)
a) 32 mm diaSOR N.S.-4
1
1640
1640
... More
Providing and fixing health faucet with 1 m CP brass flexible tube and swivel hook with CP brass wall flange including cutting & making good the walls wherever required complete in all respect as per direction of engineer in charge . (Make- Jaquar/ parryware/ hidware)SOR NS-5
3
3243
1081
... More
Providing and fixing 450mm long braided hose with 2 nos 15 mm nuts & rubber washer for connection to Mixers & Geyser to Angle Valve including cutting & making good the walls wherever required complete in all respect as per direction of engineer - in - charge . (Make- Jaquar/ parryware/ hidware)SOR NS-6
14
4662
333
... More
Providing and fixing recessed type Stainless steel toilet paper holder including CP brass wall flange & CP brass screws including cutting and making good the walls wherever required complete in all respect as per direction of engineer- in -charge . (Make- Jaquar/ parryware/ hidware)SOR NS-7
3
6435
2145
... More
Providing and fixing beveled edge mirror of superior glass of approved quality and of Required shape and size with FRP moulded frame of and shade with 6 mm thick hard board backing complete in all respect as per direction of engineer - in- charge .SOR N.S.-8
2
3704
1852
... More
Providing & Fixing water purifier cum water cooler made of stainless steel having storage capacity of 40 liter & cooling capacity 40 liter / hour with Reverse osmosis system & ultra voilet membrane TDS reduction 90% having automatic back wash system with filteration unit & all other required accessories complete in all respect as per direction of the engineer in charge. (Make – Eureka Forbes ) SOR N.S.-9
1
109039
109039
... More
SUB HEAD-18.0-WATER SUPPLY (DSR ITEMS)
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. (Make- Ajay/ Supreme/ akg) DSR 18.8
15 mm nominal outer dia Pipes DSR No. 18.8.1SOR
50
12310
246.2
... More
20 mm nominal outer dia PipesSOR 18.8.2
40
11394
284.85
... More
25 mm nominal outer dia PipesSOR 18.8.3
20
6672
333.6
... More
32 mm nominal outer dia PipesSOR 18.8.4
10
4129
412.9
... More
Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. (Jindal hisar/ Parkash surya/ Tata) SOR/DSR 18.10
Internal work - Exposed on Wall
15 mm nominal bore DSR No. 18.10.1SOR (Rate 186.40 Unit Mtrs.)
20 mm nominal boreSOR 18.10.2 (Rate 224.15 Unit Mtrs.)
25 mm nominal boreSOR 18.10.3 (Rate 247.85 Unit Mtrs.)
32 mm nominal boreSOR 18.10.4 (Qty 10 Rate 308.35 Unit Each)
40 mm nominal boreSOR 18.10.5
10
3941
394.15
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (Jindal hisar/ Parkash surya/ Tata) SOR/DSR 18.12
External Work
25mm nominal nominal bore DSR No. 18.12.3SOR
10
2058
205.85
... More
32mm nominal nominal boreSOR 18.12.4
10
2474
247.4
... More
50mm nominal nominal boreSOR 18.12.6
10
3427
342.7
... More
65 mm nominal nominal boreSOR 18.12.7
10
4517
451.7
... More
80 mm nominal nominal boreSOR 18.12.8
80
46104
576.3
... More
Providing and fixing ball valve brass of approved quality, high or low pressure flote valve of approved quality : (NVR/ZOLOTO/AIP) SOR/DSR 18.18
15 mm nominal bore DSR No. 18.18.1SOR (Rate 287.25 Unit Each)
20 mm nominal boreSOR 18.16.2 (Rate 327.05 Unit Each)
25 mm nominal boreSOR 18.16.3
2
663
331.95
... More
32mm diameter pipeSOR 18.38.4
10
184
18.4
... More
Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : (NVR/ZOLOTO/AIP) SOR/DSR 18.38
15mm diameter pipe SOR/DSR 18.38.1SOR (Rate 9.95 Unit Each)
20mm diameter pipeSOR 18.38.2 (Rate 11.80 Unit Each)
25mm diameter pipeSOR 18.38.3 (Rate 15.50 Unit Each)
32mm diameter pipeSOR 18.38.4 (Rate 18.40 Unit Each)
40mm diameter pipeSOR 18.38.5
10
217
21.75
... More
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality. (ISI make) SOR/DSR 18.40
25mm diameter pipe SOR/DSR 18.40.3SOR
10
91
9.1
... More
32mm diameter pipeSOR 18.40.4
10
108
10.85
... More
50mm diameter pipeSOR 18.40.6
10
148
14.8
... More
65mm diameter pipeSOR 18.40.7
10
182
18.25
... More
80mm diameter pipeSOR 18.40.8
80
1696
21.2
... More
Constructing masonry Chamber 30X30X50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 Cement : 4 Coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 Cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) 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) 12 mm thick finished with a floating coat of neat cement complete as per standard design:SOR 18.32
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5SOR 18.32.1
2
2390
1195.35
... More
SUB HEAD-18.0-WATER SUPPLY (NON DSR ITEMS)
Providing and Fixing full way lever operated forged brass ball valve of brass body with forged brass hard chromeplated steel ball tasted to a pressure not less than 15 kg/sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. (NVR/ZOLOTO/AIP) SOR/DSR N.S.-10
a) 15 mm dia
1
304
304
... More
b) 20 mm dia
2
826
413
... More
c) 25 mm dia
15
9600
640
... More
d) 32 mm dia
2
2188
1094
... More
Providing and fixing C.I. butterfly valves PN-1.6 complete with bolts, nuts, EPDM S.S. Disc flanges Lever oprated as per IS 13095 complete. (NVR/ZOLOTO/AIP)
SOR/DSR N.S.-11
a) 65 mm dia
2
3460
1730
... More
b) 80 mm dia
c) 100 mm dia (Rate 2481 Unit Each)
2
3994
1997
... More
Providing & fixing cast iron Slim seal dual type non-return valves (PN1.6) complete with matching flanges, rubber insertion, nuts, bolts and washer complete as required.etc. of following sizes. (NVR/ZOLOTO/AIP) SOR/DSR NS-12
a) 80 mm dia
1
4453
4453
... More
Providing and laying of HDPE pipes confirming to IS: 4984 type PE-80 (6 kg/cm2) including all fittings wherever required e.g., tees, bends of any degree, couplings, adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including necessary excavation and refilling complete in all respects. (For irrigation water Supply ) (Make- Ajay/ Supreme/ akg) SOR/DSR NS-13
a) 32 mm OD
80
20080
251
... More
b) 40 mm OD
10
3300
330
... More
c) 90 mm OD
390
364650
935
... More
Pumps & Equipment
Providing and fixing horizontal / vertical single/multistage centrifugal pumping set with CI connections, SS impeller, stainless steel shaft and induction motor mounted on common base frame, vibration eleminating pads accessories complete along with stainer, valves, section and discharge header with level controller etc along with Automation and instrumentation including supply, installation, testing and commissioning of all sensors, relays, level controller/switches, level indicators etc. Relays/Modules and wiring for completely functional system. as per specifications. Motor to be suitable for 415 Volts (Make- Grundfos/ DP/ Lubi) SOR/DSR NS-14
+ 10%, 3 phase 50 Hz. A/C supply.
a) Filter Feed Pumps Location - Plant Room (1W+1SB)= 1SET
Capacity - 85 LPM
Head - 30 M.
Effeciency - Eff Class-1 motor
1
155000
155000
... More
b) Domestic Water Transfer Pumps (1W +1S)= 1SET
Location - Plant Room (1W+1SB)= 1SET
Capacity - 100 LPM
Head - 40 M.
Effeciency - Eff Class-1 motor
1
185000
185000
... More
e) Irregation Water Transfer Pumps (1W +1S)= 1SET
Location - STP Plant Room Capacity - 250 LPM
Head - 70 M. Effeciency - Eff Class-1 motor
1
190000
190000
... More
f) Submersible Drainage Sump Pumps (1W +1S)=1set
Sumersible drainage Pumps vertical stage S.S. pump with float type controller automatic operation required flow rate per hour,required head, submersible type, suitable for clear water drainage & 30 mm solid handling capacity complete with motor, control panel, submersible cable, built in suction strainer, bottom support frame and dual plate type NRV’s as required. - (Make- Grundfos/ DP/ Lubi)
Location - plant room/water body Drainage (1w+1SB)=1set
Capacity - 250 LPM.
Head - 20 M.
Effeciency - Eff Class-1 motor
3
388500
129500
... More
Location - STP plant room Drainage (1w+1SB)=1set
Capacity - 250LPM.
Head - 20 M.
Effeciency - Eff Class-1 motor
The Motor HP to be confirmed by the manufacturer for the duty mentioned for each pump alongwith performance characteristic curve.
The Motor of pumps shall be suitable for operation with variable frequency drives system.
1
138000
138000
... More
h) The Multi-grade filter shall be constructed of FRP material with inner shell of integrated polyethylene, polypropylene and other material as per manufacturer's standard. The inter distribution system and the underbed draw off system shall be of Hub & Lateral type of polypropylene material. The filter shall be provide with manhole cover, hand hole, flanged outlet for piping/valve connection and adequate tripod with skid self supporting structure for making the installation completed. The filter shall also be provided with vacuums breaking connection / accessories to avoid any collapse of internal lining. All filters shall be provided with lifting lugs and making the installation completed as required. Flow Rate : 6 m3 / h Rate of Flow : 5 Cu.M/Hr/Sq.M. (ION Exchange/ Mak V Engineers/ Brenna Engineering Solutions)
1
107500
107500
... More
i) The Activated carbon filter shall be constructed of FRP material with inner shell of integrated polyethylene, polypropylene and other material as per manufacturer's standard. The inter distribution system and the underbed draw off system shall be of Hub & Lateral type of polypropylene material. The filter shall be provide with manhole cover, hand hole, flanged outlet for piping/valve connection and adequate tripod with skid self supporting structure for making the installation completed. The filter shall also be provided with vacuums breaking connection / accessories to avoid any collapse of internal lining. All filters shall be provided with lifting lugs and making the installation completed as required. Flow Rate : 6 m3 / h Rate of Flow : 5 Cu.M/Hr/Sq.M. (ION Exchange/ Mak V Engineers/ Brenna Engineering Solutions)
1
137500
137500
... More
j) Medium pressure synchronous motor type chemical dosing pump with noryl Plastic body and PVC parts, dispensing valves, foot valves, relief valves, mounting plate, chemical tank of 250 litre capacity complete.(ION Exchange/ Mak V Engineers/ Brenna Engineering Solutions)
Capacity 0-6 LPH at pressure head of 40 MWC..
1
45000
45000
... More
SUB HEAD-19.0- DRAINAGE (DSR ITEMS)
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 : SOR/DSR 2.10
All kinds of soil SOR/DSR 2.10.1
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia SOR/DSR 2.10.1.2
60
13527
225.45
... More
Providing, laying, jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 ( 1 cement;1 fine sand ) including testing of joints etc. complete: DSR 19.1
150 mm dia DSR 19.1.2
60
19623
327.05
... More
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.pipes including bed concrete as per standard design : DSR 19.3
150 mm dia DSR 19.3.2
60
28791
479.85
... More
Providing and fixing square-mouth S.W. gully trap grade 'A" complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 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 : DSR 19.4
150x100 mm size P type DSR 19.4.2
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.4.2.1
1
1623
1623.25
... More
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :DSR 19.6
150 mm dia DSR 19.6.2
185
65989
356.7
... More
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 (1 cement : 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 : DSR 19.7
Inside size 90x80 cm and 45 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 23 kg and weight of frame 15 kg) : DSR 19.7.1
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.7.1.1
8
69072
8634.1
... More
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.28.1
18
78921
4384.5
... More
Making soak pit 2.50 m diameter 3.0 m deep with 45x45 cm dry brick honey comb shaft with bricks of class designation 75 and SW drain pipe 100 mm diameter 1.80 m long complete as per standard design ( Execute at Site ) DSR 19.32
With common brunt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 19.32.1
1
20681
20681.55
... More
SUB HEAD-19.0- DRAINAGE (NON DSR ITEMS)
Constructing 2x1x1 mtr (effective Depth). internal dimension brick masonry oil & grease trap with Ist class bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC 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 and outside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement inside and rough plaster on outside, 2 Nos. 150 mm dia S W Tees, 3 Nos. 600x600 mm size SFRC manhole cover with frame, necessary baffle walls, 100 mm dia 2100 mm high SCI vent pipe with cowl, complete as per drawing, including excavation refilling and disposal of surplus earth. ( Execute at Site ) DSR NS-15
1
23750
23750
... More
Constructing 2x1x1 mtr (effective Depth). internal dimension brick masonary septic tank with Ist class bricks in cement mortar 1:4 (1 cement : 4 coarse sand) RCC 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 and outside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement inside and rough plaster on outside, 2 Nos. 150 mm dia S W Tees, 3 Nos. 600x600 mm size SFRC manhole cover with frame, necessary baffle walls, 100 mm dia 2100 mm high SCI vent pipe with cowl, complete as per drawing, including excavation refilling and disposal of surplus earth. ( Execute at Site ) DSR NS-16
1
45000
45000
... More
SUB HEAD- 23.0 - RAIN WATER HARVESTING & BOREWELL (DSR ITEMS)
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different trata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. DSR 23.1
All Type of Soil DSR 23.1.1
300mm dia DSR 23.1.1.1
540
200178
370.7
... More
Boring/drilling bore well of required dia for 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 & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level.DSR 23.2
All Type of Soil DSR 23.2.1
300mm dia DSR 23.2.1.1
60
25947
432.45
... More
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 & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. DSR 23.3
100 mm nominal size dia DSR 23.3.1
40
11594
289.85
... More
150 mm nominal size dia DSR 23.3.2
400
228920
572.3
... More
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 & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. DSR 23.4
100 mm nominal size dia DSR 23.4.1
200
89610
448.05
... More
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. DSR 23.5
30
27657
921.9
... More
Supplying, filling, spreading & 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 & lifts, all complete as per direction of Engineer-in-charge. DSR 23.6
30
31141
1038.05
... More
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. DSR 23.7
30
31141
1038.05
... More
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in- charge. DSR 23.8
200
235120
1175.6
... More
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 & draw down etc. by step draw down method,collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12
120
65064
542.2
... More
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: DSR 23.13
150 mm nominal size dia DSR 23.13.2
4
731
182.95
... More
Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. DSR 23.14
150 mm clamp DSR 23.14.2
4
4070
1017.7
... More
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). DSR 23.15
150 mm nominal size dia DSR 23.15.2
4
923
230.75
... More
SUB HEAD- 24.0 - RAIN WATER HARVESTING & BOREWELL (NON DSR ITEMS)
BORE WELL PUMPS
Supply, installation testing & commissioning of submersible pumping set suitable to operate on 410 volts 3 phase 50 HZ A.C. power supply including water proof joint free cable, motor control panel, 100 mm dia, G.I. pipe (medium class) column with fittings, clamps etc. complete in all respect as per details given below : (Make- Grundfos/ DP/Lubi) DSR NS-17
Pump capacity : 7500 litres/hr
Head : 120 M
2
246702
123351
... More
Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC Slotted pipe of 250 mm dia,conforming to IS: 4985 , with pressure rating 6 kg / sqcm including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. ( Pipe shall be Laying up to 2.0 m above Underground Aquifier ) DSR NS-18
200
59020
295.1
... More
Providing & Laying Pea Gravel duly washed 3-6 mm size between the boring pipe & boring of Rain water Harvesting Pit . Gravel packing in boring shall be done according to IS : 4097 . DSR NS-19
30
836
27.89
... More
Providing & Laying 25 mm thick Geo Textile Membrane to prevent the dampness of Recharge pit & give stabilty to recharge pit Structure . Geo Textile Membrane shall be laying on recharge pit inner surface as per latest CPWD Specification & as per direction of engineer - in- charge . DSR NS-20
60
90180
1503
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