Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date31 Dec 2021
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 3,64,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_GNIDA_667365_7Bid Award Id
ViewTender No
GM/(ENGG.)/2021/336 DATE-29-12-2021Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
In mud mortar (DSR-13/15.7.1/P-248)
4.84
-
233.2
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
418.68
-
109.26
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
371.06
-
54.03
Providing, laying, jointing and testing of PVC pipe (Finolex make ring fit) of following dia 6Kg/Cm2 including all specials & fittings etc. as required for proper completion of work (The contractor has to arrange the source of water and require head for testing). (AR/GNIDA)
-
-
-
90 mm dia (O.D.)
218
-
232.49
110 mm dia (O.D.)
329
-
333.43
Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).
-
-
-
100 mm diameter: Class-II (DSR-13/18.31.1.2/P-324)
3
-
3895.6
125 mm diameter: Class-II (DSR-13/18.31.2.2/P-324)
1
-
4614.65
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately):
-
-
-
100 mm dia (DSR-13/18.59.3/P-329)
1
-
8103.2
Constructing masonry chamber 60x60x75 cm. inside, in bricks work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design:
-
-
-
With bricks of class designation-150 (DSR-13/18.33.1/P-324)
5
-
6441.05
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main:
-
-
-
15 mm nominal bore (DSR-13/18.20.1/P-322)
77
-
242.2
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work :
-
-
-
15 mm dia nominal bore. (DSR-13/18.12.1/P-320)
77
-
156.6
Providing and fixing G.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work).
-
-
-
15 mm nominal bore (DSR-13/18.46.1/P-327)
77
-
155.65
Providing and laying 80mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/GNIDA)
437.6
-
873
Boring/drilling bore well of required dia for casing/stainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore leg, 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.
All types of soil
-
-
-
400mm dia (DSR-13/24.1.1.3/P-396)
90
-
557.55
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised 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.
-
-
-
200mm nominal size dia (DSR-13/24.3.3/P-396)
16
-
878.25
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised 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.
-
-
-
200mm nominal size dia (DSR-13/24.4.3/P-396-397)
18
-
820.45
Supplying, filling, spreading & levelling stone boulders of size range 5cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR-13/24.5/P-397)
5
-
494.75
Supplying, filling, spreading & levelling gravels of size range 5mm to 10mm, 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-13/24.6/P-397)
5
-
901.25
Supplying, filling, spreading & levelling coarse sand of size range 1.5mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. (DSR-13/24.7/P-397)
5
-
843.2
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-13/24.8/P-397)
6.5
-
976.6
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 & approved make, including painted with outside surface with two coats of anti-corrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
200mm nominal size dia having minimum wall thickness 5.40mm (DSR-13/24.10.3/P-397)
90
-
1631.2
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-13/24.12/P-398)
16
-
614.75
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 bore well of:
-
-
-
200mm dia (DSR-13/24.13.3/P-398)
1
-
243.9
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.
-
-
-
200mm dia (DSR-13/24.14.3/P-398)
1
-
1310.15
Providing and fixing Bail plug/bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS: 2800 (part I)
-
-
-
200mm dia (DSR-13/24.15.3/P-398)
1
-
265.1
New Pump house Building:
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
32
-
109.26
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
35.23
-
54.03
Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials.
-
-
-
All kinds of soil. (DSR-13/2.26.1/P-75)
12
-
41.75
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-13/2.27/P-75)
2
-
843.65
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%. (DSR-13/2.34.1/P-76)
17
-
185.95
Diluting and injecting chemical emulsion for POST-Constructional anti- termite treatment (excluding the cost of chemical emulsion):
-
-
-
Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litre per linear metre including drilling and plugging holes etc. With chlorphyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.2.1/P-76)
17
-
20.9
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.3.1/P-76)
17
-
107.85
Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.4.1/P-76)
17
-
16
Treatment at points of contact of wood work by chemical emulsion chlorpyriphos/Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (DSR-13/2.35.5/P-76)
17
-
187.65
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
3.82
-
3920.65
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) (DSR-13/4.10/P-87)
5
-
220.6
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR-13/4.12/P-87)
1
-
44.36
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 course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR-13/4.13/P-87)
5
-
108.75
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. (DSR-13/4.17/P-88)
11
-
378.95
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
20
-
186.4
Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
22
-
371.8
Shelves (cast in situ) (DSR-13/5.9.4/P-97)
5
-
371.8
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-13/5.9.5/P-97)
24
-
309.8
Columns, pillars, piers, abutments, posts and struts. (DSR-13/5.9.6/P-97)
33
-
423
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. (DSR-13/5.9.15/P-97)
1
-
186.4
Edges of slabs and breaks in floors and walls. : Under 20 cms wide. (DSR-13/5.9.16.1/P-97)
7
-
111.7
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
1148
-
66.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-mechanically treated bars (DSR-13/5.22A.6/P-99)
1077
-
66.5
Add or deduct for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. (DSR-13/5.30/P-100)
7
-
27.85
Providing and laying in position machine batched, 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 centring, shuttering, finishing and reinforcement, including admixtures in recommended proportion as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (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-13/5.33.1/P-101)
13
-
5704.45
All works above plinth level upto floor V level. (DSR-13/5.33.2/P-101)
10
-
6353
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
1
-
4646.5
Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.4.2/P-111)
10
-
5325.1
Half brick masonry with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR-13/6.12.2/P-112)
10
-
574.7
Brick work with clay flyash brick of class designation 150 in superstructure above plinth level up to floor five level in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.32.2/P-114)
9
-
5183.9
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
-
-
-
Using M.S. angles 40x40x6 mm for diagonal braces. (DSR-13/10.5.1/P-177)
3
-
2942
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
-
-
40mm thick with 20mm nominal size stone aggregate (DSR-13/11.3.1/P-186)
13
-
316.8
Kota stone slab flooring over 20mm (average) 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 1:4 cement mortar 1:4 (1 cement : 4 coarse sand).
-
-
-
25mm thick. (DSR-13/11.26.1/P-190)
8
-
1071.7
Kota stone slabs 20mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-13/11.27/P-190)
1
-
1100.85
Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design:
-
-
-
In 75x75mm deep chase (DSR-13/12.21.1/P-206)
19
-
127.95
Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm 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-13/12.22/P-206)
3
-
167.45
Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
110mm diameter (DSR-13/12.41.2/P-209)
19
-
218.6
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion.
-
-
-
Coupler: 110 mm (DSR-13/12.42.1.2/P-209)
3
-
133.55
Bend 87.50 : 110 mm bend (DSR-13/12.42.5.2/P-209)
5
-
160.25
Shoe (Plain): 110 mm shoe (DSR-13/12.42.6.2/P-209)
3
-
290.35
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
24
-
142.25
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.5.2/P-222)
24
-
164.75
20mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) (DSR-13/13.6.1/P-222)
64
-
215.8
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-13/13.16.1/P-223)
18
-
120.35
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-13/13.41.1/P-225)
67
-
79.65
Finishing walls with textured exterior paint of required shade: New work (two or more coats applied @ 3.28 Ltr./10 Sqm) over and including primer coat of exterior primer applied @ 2.20kg/10 Sqm.(DSR-13/13.45.1/P-225)
88.96
-
127.1
Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. (DSR-13/13.50.3/P-226)
5
-
24.95
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
-
On steel work. (DSR-13/13.52.1/P-226)
5
-
109.8
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-13/13.80/P-229)
130
-
85.4
Providing and laying integral cement based waterproofing 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 2.75Kg/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 300mm height including cleaning the surface before treatment.
-
-
-
(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 20mm 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 required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs.
-
-
-
(c) After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20mm thick 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 with trowel with neat cement slurry and making pattern of 300x300mm square 3mm deep.
-
-
-
(e) 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 Engineer-in-charge:
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-13/22.7.1/P-380-381)
22
-
882.6
Electrical work (Pump house)
-
-
-
Sub Head-I : Distribution Board
-
-
-
Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
40 amps [DSR(E&M)-2013/2.12.1/P-12]
1
-
267
63 amps [DSR(E&M)-2013/2.12.2/P-12]
1
-
330
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Single pole [DSR(E&M)-2013/2.10.1/P-12]
1
-
146
Sub Head-II : Wiring
-
-
-
Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
-
-
-
2x2.5 Sqmm + 1x2.5 Sqmm earth wire [DSR(E&M)-2013/1.14.2/P-3]
25
-
140
2x4 Sqmm + 1x4 Sqmm earth wire [DSR(E&M)-2013/1.14.3/P-3]
10
-
171
4x10 Sqmm + 2x10 Sqmm earth wire [DSR(E&M)-2013/1.14.10/P-3]
8
-
575
Rewiring for light point/fan point/exhaust fan point/call bell point with 1.5 Sqmm FRLS PVC insulated copper conductor single core cable and 1.5 Sqmm FRLS PVC insulated copper conductor single core cable as earth wire in existing surface/recessed steel/PVC conduit including dismantling as required.
-
-
-
Group-A [DSR(E&M)-2013/1.15.1/P-3]
1
-
272
Group-B [DSR(E&M)-2013/1.15.2/P-3]
1
-
312
Group-C [DSR(E&M)-2013/1.15.3/P-3]
1
-
428
Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
-
-
-
5/6 amps switch [DSR(E&M)-2013/1.24.1/P-6]
1
-
77
15/16 amp switch [DSR(E&M)-2013/1.24.3/P-6]
1
-
114
3 pin 5/6 amp socket outlet [DSR(E&M)-2013/1.24.4/P-6]
1
-
101
6 pin 15/16 amp socket outlet
[DSR(E&M)-2013/1.24.5/P-6]
1
-
163
Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. (DSR(E&M)-2013/1.25/P-6)
2
-
362
Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. [DSR(E&M)-2013/1.26/P-6]
2
-
23
Supplying and fixing following size/modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.
-
-
-
4 Module (125mmx75mm) [DSR(E&M)-2013/1.27.3/P-6]
1
-
197
6 Module (200mmx75mm) [DSR(E&M)-2013/1.27.4/P-6]
1
-
241
Supplying and fixing following modular base & cover plate on existing modular metal boxes etc. as required.
-
-
-
4 Module (DSR(E&M)-2013/1.28.3/P-6)
1
-
91
6 Module (DSR(E&M)-2013/1.28.4/P-6)
1
-
109
Sub Head-III : Fans & Light Fixtures
-
-
-
Supplying, fixing, testing and commissioning of following size exhaust/ fresh air fan complete with gravity louver and connection with 3 core flexible wire as required.
-
-
-
a) 300mm 1400 RPM Heavy duty Metal exhaust fan Havells make model: Turbo Force SP or equivalent preferred makes.
1
-
2850
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
-
-
-
25mm [DSR(E&M)-2013/1.21.2/P-5]
10
-
72
Supplying, fixing, testing and commissioning of Surface mounted luminaire for 20W LED Tube light with extruded thermal polycarbonate housing fixture should be of minimum 2000 lumens (6500 KELVIN) suitable for operation on 230 volt 50 Hz,Single Phase AC supply with electronic driver and all accessories complete for ceiling/wall/ Surface including wiring, connection with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable including earthing etc. as required. Similar to Wipro Make, Cat No: LL20-221-XXX-65AL1 or equivalent preferred make. (NS-EL-41)
4
-
893
Sub Head-IV : Earthing
-
-
-
Earthing with G.I. earth plate 600mmx600mmx6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required. [(DSR(E&M)-2013/5.4/P-22)]
1
-
4367
Supply and laying 25mmx5mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) [DSR(E&M)-2013/5.9/P-22]
5
-
103
Providing & fixing 25mm x 5mm G.I. strip on surface or in recess for connections etc. as required. [DSR(E&M)-2013/5.15/P-23]
1
-
133
Sewerage system :
-
-
-
Temporary/Permanent plugging and blocking of sewer line, branch connection and divaraion of flows and removal of all plugs etc. Providing everything else required for divaraion of flow by pumping and to maintain the sewerage system functioning normal and managing the flow without any surcharging overflows etc. loosen, de-silt and thoroughly clean and remove debris and objects such s boulders, bricks etc. bacteriological slimes roots, encrustations, grease, carbonated deposits, etc. from the sewer line including disposal of silt/ debris/ malwa/ objects etc. including solidification of silt/ debris/ malwa/ objects etc.,
-
-
-
four disposal to the damping sites as per the direction of Engineer-in-charge within the Municipal limits including all safety precautions such as temporary barricading lighting display caution boards, and safety precautions and using necessary safety equipment like gas detector rescue winch, overalls, boots land globes, face mask, air compreller and glober, exhaust fan, DC torches, oxygen cylinder, and mask etc., it will be mandatory that with out safety equipments no labour is allowed to work. All labours and machinery should be sufficiently insured for any accident or loss of life and it will be mandatory to follow NGT norms, before the work started photographic, survey should be done and after the work done the photograph and video graphy are mandatory. (AR/GNIDA)
-
-
-
250 mm dia
426
-
188.7
Hire charges of Pumps set of capacity 4000 litres/hour
(DSR-13/Code No. 0011/P-3)
315
-
550
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality.
-
-
-
EHD - 35: Circular shape 560 mm internal dia. (DSR-13/19.19.4.1/P-354)
14
-
1637.2
Making connection of drain or sewer line with existing manhole including breaking into & making good the walls, floors with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement & making necessary channels for the drain etc. complete:
-
-
-
For pipes 100 to 250 mm dia (DSR-13/19.21.1/P-354-355)
100
-
330.5
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
1670.13
-
109.26
Depth from 1.5 to 3.0 M below G.L.
427.55
-
136.26
Depth from 3.0 to 4.5 M below G.L.
124.4
-
170.45
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
1649.23
-
54.03
Providing and laying mild steel pipes fabricated/manufactured out of MS coil of steel grade FE 410 as per IS : 3589 : 2001: internally lined with cement mortar lining and externally/out side double coat, coal tar coating wrapping shall confirm to IS; 10221 2008 minimum thickness of MS coil as specified complete in all respect with upto the amendments in relevant IS Codes and as directed by Engineer-in-charge. (For casing pipes in Trenchless pipe laying)
-
-
-
500mm nominal dia (clear internal dia) of pipes with 11.0 mm thick coil, 7mm thick internal cement mortar lining and 4mm thick exterior/outside coal tar coating and wrapping
120
-
7805.64
Installation of mild steel or other available product pie by HDD method in mix soil type required depth to correct grade and alignment complete as per specification and as directed by the Engineer-in-charge. (Dia upto 700mm)
-
-
-
Above 460 mm diameter and upto including 500mm diamter
120
-
3079.08
Supply of ISI marked RCC S&S NP-3 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
250 mm dia NP-3 pipe
621
-
347.48
Laying of NP-3 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)
-
-
-
250 mm dia NP-3 pipe
621
-
112.79
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA)
-
-
-
250mm dia NP-3 concrete cradle
621
-
270.82
Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design:
-
-
-
0.91m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560mm internal dia meter conforming to IS 12592, total weight of cover and frame not less than 182 Kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
-
-
-
With bricks of class designation-150 (DSR-13/19.9.1.1/P-352)
18
-
8241.55
Constructing brick masonry circular type manhole 1.22m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design:
-
-
-
1.68m deep with SFRC cover and frame (heavy duty, HD-20 grade designation) 560mm internal dia meter conforming to IS 12592, total weight of cover and frame not less than 182 Kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centring, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
-
-
-
With bricks of class designation-150 (DSR-13/19.11.1.1/P-352-353)
6
-
15524.4
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
Nominal concrete 1:3:6 or richer mix (including equivalent design mix). (DSR-13/15.2.1/P-248)
215.5
-
806.35
Supply of ISI marked RCC S&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings. (AR/GNIDA)
-
-
-
150 mm dia NP-2 pipe
206
-
217.7
Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/GNIDA)
-
-
-
150mm dia NP-2 concrete cradle
206
-
110.9
Laying of NP-2 RCC S&S pipes jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 coarse sand) including testing of joints etc. complete. (AR/GNIDA)
-
-
-
150 mm dia NP-2 pipe
206
-
62.37
Constructing masonry chamber 60x60x75 cm. inside, in bricks work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design:
-
-
-
With bricks of class designation-150 (DSR-13/18.33.1/P-324)
100
-
6441.05
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
129.3
-
109.26
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 2.0 Km.
129.3
-
59.9
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-13/16.2/P-262)
129.3
-
9.3
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-13/16.1/P-262)
431
-
73.55
Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)
43.1
-
1825.07
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
301.7
-
186.4
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). (DSR-13/4.1.10/P-85)
43.1
-
3672.8
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (DSR-13/16.75/P-275)
Note: Cement content considered in this item is @ 330Kg/Cum. Excess/less cement used as per design mix is payable/recoverable separately.
69.19
-
6248
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. (DSR-13/16.44/P-268)
700
-
46.45
Premoulded joint filler 12 mm thick (DSR-13/Code No. 0317/P-9)
95.78
-
350
Drainage work :
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
397.95
-
109.26
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
63.43
-
3920.65
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
125.07
-
5552.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
7854.4
-
66.5
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
227.4
-
186.4
Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR-13/5.9.2/P-97)
1364.4
-
334.5
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
108.36
-
54.03
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 2.0 Km.
252.84
-
59.9
Providing, hoisting and fixing upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centring, shuttering, but excluding cost of reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-13/5.12/P-98)
1.8
-
5829.65
Road work:
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
713.7
-
109.26
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 2.0 Km.
886.2
-
59.9
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. (DSR-13/16.1/P-262)
2944
-
73.55
Construction of Granular Sub-Base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for Grade-1 material. (MORTH/(AR/GNIDA)
295.4
-
1825.07
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
204.3
-
186.4
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
295.4
-
3920.65
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (DSR-13/16.75/P-275)
Note: Cement content considered in this item is @ 330Kg/Cum. Excess/less cement used as per design mix is payable/recoverable separately.
443.1
-
6248
Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. (DSR-13/16.44/P-268)
2100
-
46.45
Premoulded joint filler 12 mm thick (DSR-13/Code No. 0317/P-9)
587
-
350
Demolishing work of Primary School
-
-
-
Dismantling and Demolishing
-
-
-
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
Nominal concrete 1:4:8 leaner mix (including equivalent design mix). (DSR-13/15.2.2/P-248)
4
-
497.15
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (DSR-13/15.3/P-248)
10
-
1176.4
Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. (DSR-13/15.5/P-248)
20
-
408.55
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. (DSR-13/15.6/P-248)
100
-
3.2
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
In cement mortar (DSR-13/15.7.4/P-248)
30
-
681
Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
-
-
-
From brick work in cement mortar (DSR-13/15.8.3/P-248)
100
-
2.26
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, hold fasts etc. complete and stacking within 50 metres lead:
-
-
-
Of area 3 Sq. metres and below (DSR-13/15.12.1/P-249)
5
-
127.8
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
-
-
-
For thickness of tiles 10mm to 25mm (DSR-13/15.23.1/P-250)
10
-
25.55
Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. (DSR-13/15.26/P-250)
10
-
36.95
Demolishing mud phaska in terracing and disposal of material within 50 metres lead. (DSR-13/15.27/P-250)
5
-
302.15
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge:
-
-
-
15mm to 40 mm nominal bore (DSR-13/15.44.1/P-251)
5
-
52.6
Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge:
-
-
-
Upto 150 mm diameter (DSR-13/15.45.1/P-252)
5
-
155.2
Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge: (DSR-13/15.48/P-252)
1
-
237.45
Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of various sizes including demolishing of R.C.C. work manually/by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge: (DSR-13/15.49/P-252)
1
-
139.45
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. (DSR-13/15.51/P-252)
1
-
323.45
Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. (DSR-13/15.52/P-252)
1
-
322
Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR-13/15.60/P-253)
20
-
123.85
Construction of Primary School
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
104
-
109.26
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
70.01
-
54.03
Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials.
-
-
-
All kinds of soil. (DSR-13/2.26.1/P-75)
38
-
41.75
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-13/2.27/P-75)
16
-
843.65
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%. (DSR-13/2.34.1/P-76)
381
-
185.95
Diluting and injecting chemical emulsion for POST-Constructional anti- termite treatment (excluding the cost of chemical emulsion):
-
-
-
Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litre per linear metre including drilling and plugging holes etc. With chlorphyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.2.1/P-76)
53
-
20.9
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.3.1/P-76)
34
-
107.85
Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.4.1/P-76)
53
-
16
Treatment at points of contact of wood work by chemical emulsion chlorpyriphos/Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (DSR-13/2.35.5/P-76)
53
-
187.65
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
21
-
3920.65
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) (DSR-13/4.10/P-87)
16
-
220.6
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR-13/4.12/P-87)
5
-
44.36
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 course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR-13/4.13/P-87)
16
-
108.75
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. (DSR-13/4.17/P-88)
40
-
378.95
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
66
-
186.4
Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
116
-
371.8
Shelves (cast in situ) (DSR-13/5.9.4/P-97)
5
-
371.8
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-13/5.9.5/P-97)
101
-
309.8
Columns, pillars, piers, abutments, posts and struts. (DSR-13/5.9.6/P-97)
115
-
423
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. (DSR-13/5.9.15/P-97)
5
-
186.4
Edges of slabs and breaks in floors and walls. : Under 20 cms wide. (DSR-13/5.9.16.1/P-97)
12
-
111.7
Weather shade, chajjas, corbels etc. including edges. (DSR-13/5.9.19/P-97)
10
-
468.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
3883
-
66.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-mechanically treated bars (DSR-13/5.22A.6/P-99)
3381
-
66.5
Add or deduct for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. (DSR-13/5.30/P-100)
16
-
27.85
Providing and laying in position machine batched, 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 centring, shuttering, finishing and reinforcement, including admixtures in recommended proportion as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (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-13/5.33.1/P-101)
36.2
-
5704.45
All works above plinth level upto floor V level. (DSR-13/5.33.2/P-101)
34
-
6353
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
7.07
-
4646.5
Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.4.2/P-111)
10
-
5325.1
Half brick masonry with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR-13/6.12.2/P-112)
10
-
574.7
Brick work with clay flyash brick of class designation 150 in superstructure above plinth level up to floor five level in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.32.2/P-114)
43
-
5183.9
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part-I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
-
-
-
35mm thick including ISI marked stainless steel butt hinges with necessary screws. (DSR-13/9.21.1/P-150-151)
16
-
1684.75
Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (over all area of door shutter to be measured) (DSR-13/9.23/P-151)
16
-
348.45
Extra for providing vision panel not exceeding 0.1 Sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured:
-
-
-
Rectangular or square (DSR-13/9.24.1/P-151)
1
-
133.55
Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). (DSR-13/9.26/P151)
16
-
98.75
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:
-
-
-
300x16mm (DSR-13/9.96.1/P-159)
8
-
215.3
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
-
-
-
300x10mm (DSR-13/9.97.1/P-159)
8
-
108.1
100x10mm (DSR-13/9.97.5/P-159)
23
-
49.85
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
-
-
-
100 mm (DSR-13/9.100.2/P-160)
23
-
52.8
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
-
-
-
Single rubber stopper (DSR-13/9.101.1/P-160)
6
-
33.75
Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (DSR-13/9.102/P-160)
23
-
68.4
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coatings not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. (DSR-13/9.103/P-160)
9
-
754.45
Providing & fixing decorative high pressure laminated sheet of plain/wood grain in gloss/matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 “Type-S”, including cost of adhesive of approved quality.
-
-
-
1.0 mm thick (DSR-13/9.127.2/P-165)
31
-
663.2
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
-
-
-
Using M.S. angles 40x40x6 mm for diagonal braces. (DSR-13/10.5.1/P-177)
3
-
2942
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
-
-
-
Profile B - Fixing with adjustable lugs with split end tail to each jamb (DSR-13/10.14.1.1/P-178)
60
-
360.5
Kota stone slab flooring over 20mm (average) 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 1:4 cement mortar 1:4 (1 cement : 4 coarse sand).
-
-
-
25mm thick. (DSR-13/11.26.1/P-190)
141
-
1071.7
Kota stone slabs 20mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-13/11.27/P-190)
14.54
-
1100.85
Providing and fixing 1st 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 Engineer-in-charge, in skirting, risers of steps and dados, over 12mm 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-13/11.36/P-191)
37
-
793.6
Providing and laying Ceramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including pointing the joints with white cement and matching pigment etc., complete. (DSR-13/11.37/P-191)
9
-
822.1
Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design:
-
-
-
In 75x75mm deep chase (DSR-13/12.21.1/P-206)
44
-
127.95
Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm 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-13/12.22/P-206)
5
-
167.45
Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
110mm diameter (DSR-13/12.41.2/P-209)
35
-
218.6
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion.
-
-
-
Coupler: 110 mm (DSR-13/12.42.1.2/P-209)
5
-
133.55
Bend 87.50 : 110 mm bend (DSR-13/12.42.5.2/P-209)
9
-
160.25
Shoe (Plain): 110 mm shoe (DSR-13/12.42.6.2/P-209)
5
-
290.35
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
104
-
142.25
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.5.2/P-222)
104
-
164.75
20mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) (DSR-13/13.6.1/P-222)
142
-
215.8
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-13/13.16.1/P-223)
201
-
120.35
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-13/13.41.1/P-225)
410
-
79.65
Finishing walls with textured exterior paint of required shade: New work (two or more coats applied @ 3.28 Ltr./10 Sqm) over and including primer coat of exterior primer applied @ 2.20kg/10 Sqm.(DSR-13/13.45.1/P-225)
142
-
127.1
Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. (DSR-13/13.50.3/P-226)
20
-
24.95
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
-
On steel work. (DSR-13/13.52.1/P-226)
21
-
109.8
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-13/13.80/P-229)
551
-
85.4
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, fixed 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/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately):
-
-
-
For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR-13/21.1.1.2/P-371)
231
-
373
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-13/21.1.2.2/P-371)
193
-
427.6
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 4.0 mm thickness. (DSR-13/21.3.1/P-371-372)
18.36
-
790
Filling the gap in between aluminium frame & adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-Charge compete. Upto 5mm depth and 5 mm width. (DSR-13/21.8.1/P-373)
59
-
83.05
Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488Kg/Sqm mixed with water proofing cement compound @ 0.253Kg/Sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242Kg/Sqm mixed with water proofing cement compound @ 0.126Kg/Sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. (DSR-13/22.5/P-380)
5
-
255
Providing and laying integral cement based waterproofing 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 2.75Kg/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 300mm height including cleaning the surface before treatment.
-
-
-
(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 20mm 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 required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs.
-
-
-
(c) After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20mm thick 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 with trowel with neat cement slurry and making pattern of 300x300mm square 3mm deep.
-
-
-
(e) 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 Engineer-in-charge:
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-13/22.7.1/P-380-381)
105
-
882.6
Sanitary Installation:
-
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid. (DSR-13/17.3.1/P-287)
2
-
4636.25
Providing and fixing wash basin with C.I. brackets, 15mm 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 require:
-
-
-
White vitreous China wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (DSR-13/17.7.1/P-288)
2
-
2174.35
Providing and fixing 600x450mm bevelled 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-13/17.31/P-291)
2
-
762.55
Providing and fixing toilet paper holder:
-
-
-
C.P. brass (DSR-13/17.34.1/P-291)
2
-
339.85
Providing and fixing soil, waste and vent pipes:
-
-
-
100mm dia: Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. (DSR-13/17.35.1.2/P-291)
10
-
952.5
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:
-
-
-
100 mm dia: Sand cast iron S&S as per IS-3989 (DSR-13/17.38.1.2/P-292)
2
-
384.45
Providing and fixing plain bend of required degree.
-
-
-
100mm dia: Sand cast iron S&S as per IS-3989 (DSR-13/17.39.1.2/P-292)
2
-
334.5
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:
-
-
-
100mm (DSR-13/17.58.1/P-296)
3
-
232.3
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610x390x370mm having pre& post flushing with water (250 ml. & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (DSR-13/17.80/P-298)
1
-
16681.05
Providing and fixing PTMT grating of approved quality and colour.
-
-
-
Circular Type: 100 mm nominal dia. (DSR-13/18.58.1.1/P-328-329)
3
-
44.2
Rectangular type with openable circular lid: 150 mm nominal size square 100 mm diameter of the inner hinged round grating. (DSR-13/18.58.2.1/P-328-329)
3
-
149.9
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cuttings and making good the wall etc.
Internal work - Exposed on wall:
-
-
-
32mm dia nominal bore (DSR-13/18.10.4/P-320)
6
-
333.5
50mm dia nominal bore (DSR-13/18.10.6/P-320)
6
-
512.1
Water Supply:
-
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 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:
-
-
-
15 mm nominal outer dia Pipes (DSR-13/18.7.1/P-319)
10
-
155.8
20 mm nominal outer dia Pipes (DSR-13/18.7.2/P-319)
15
-
182.15
25 mm nominal outer dia Pipes (DSR-13/18.7.3/P-319)
5
-
222.9
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-13/18.8.2/P-319)
10
-
281.35
25 mm nominal outer dia pipes (DSR-13/18.8.3/P-319)
5
-
336.25
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
-
-
-
25 mm nominal bore (DSR-13/18.17.1/P-321)
4
-
427.8
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:
-
-
-
25 mm nominal bore (DSR-13/18.18.3/P-321)
3
-
446.95
Providing and fixing unplasticised PVC connection pipe with brass unions:
-
-
-
45 cm length: 15 mm nominal bore (DSR-13/18.21.2.1/P-322)
6
-
67.35
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931: 15mm nominal bore (DSR-13/18.52.1/P-328)
3
-
618.7
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931 : 15mm nominal bore (DSR-13/18.53.1/P-328)
5
-
506.7
Providing and placing on terrace (at all floor levels) polythylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR-13/18.48/P-327)
500
-
6.3
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in-charge. External work:
-
-
-
25mm nominal outer dia pipes (DSR-13/18.9.3/P-319-320)
10
-
203.1
Constructing masonry chamber 30x30x50cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75mm (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), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design:
-
-
-
With bricks of class designation-150 (DSR-13/18.32.1/P-324)
2
-
1101.7
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 300x300mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70Kg as per standard design:
-
-
-
180 x 150mm size P type: With bricks of class designation-150 (DSR-13/19.4.3.1/P-349-350)
1
-
1635
Providing and laying non-pressure NP-2 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:
-
-
-
150 mm dia R.C.C. pipe (DSR-13/19.6.2/P-350)
10
-
340.35
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 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:
-
-
-
Inside size 90x80 cm and 45cm 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.):
-
-
-
With brick of class designation-150 (DSR-13/19.7.1.1/P-350-351)
1
-
8062.7
Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kind of soil.
-
-
-
Pipes, cables etc. not exceeding 80mm dia but not exceeding 300m dia. (DSR-13/2.10.1.2/P-73)
5.22
-
192.75
Electrical work (Primary School Building)
-
-
-
Sub Head-I : Distribution Board
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
8 way (4 + 24), Single door (DSR(E&M)-2013/2.4.3/P-10)
1
-
1752
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
63 amps [DSR(E&M)-2013/2.13.2/P-12]
2
-
614
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Single pole [DSR(E&M)-2013/2.10.1/P-12]
24
-
146
Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
63 amps [DSR(E&M)-2013/2.15.3/P-12-13]
2
-
2128
Sub Head-II : Internal wiring
-
-
-
Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 Sqmm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 Sqmm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C [DSR(E&M)-2013/1.10.3/P-2]
12
-
727
Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
-
-
-
2x2.5 Sqmm + 1x2.5 Sqmm earth wire [DSR(E&M)-2013/1.14.2/P-3]
250
-
140
2x4 Sqmm + 1x4 Sqmm earth wire [DSR(E&M)-2013/1.14.3/P-3]
100
-
171
4x10 Sqmm + 2x10 Sqmm earth wire [DSR(E&M)-2013/1.14.10/P-3]
40
-
575
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). [DSR(E&M)-2013/1.31/P-7]
12
-
320
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. [DSR(E&M)-2013/1.32/P-7]
20
-
411
Sub Head-III : Fans & Light Fixtures
-
-
-
Supplying, fixing, testing and commissioning of 5 Star BEE rating 1200mm sweep ceiling fan complete with blades, down rod, shackle insulator, canopy etc. including providing of electronic step regulator with face plate matching the existing modular switches as required similar to Havells make Model: ES-50 Premium 5 star or equivalent preferred make. (NS-EL-4F)
11
-
1759
Supplying, fixing, testing and commissioning of following size exhaust/ fresh air fan complete with gravity louver and connection with 3 core flexible wire as required.
-
-
-
a) 300mm 1400 RPM Heavy duty Metal exhaust fan Havells make model: Turbo Force SP or equivalent preferred makes. (NS-INEL-4G)
2
-
2850
Supply, installation, testing & commissioning of street light 12W KED LED including poles and all accessories)
1
-
20773
Supplying, fixing, testing and commissioning of Surface mounted luminaire for 20W LED Tube light with extruded thermal polycarbonate housing fixture should be of minimum 2000 lumens (6500 KELVIN) suitable for operation on 230 volt 50 Hz,Single Phase AC supply with electronic driver and all accessories complete for ceiling/wall/ Surface including wiring, connection with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable including earthing etc. as required. Similar to Wipro Make, Cat No: LL20-221-XXX-65AL1 or equivalent preferred make. (NS-EL-41)
20
-
893
Sub Head-IV : DISTRIBUTION PANELS
-
-
-
DISTRIBUTION PANELS
-
-
-
Design, manufacture, supply,including supervision during installation, testing and commissioning of 2 mm thick MS sheet steel fabricated cubicle type Panel dust and vermin proof complete with hinged and lockable doors . The Sheet Steel shall under go minimum eight tank treatment followed by finishing treatment of powder coating with 70 micron minimum thickness. All the panels shall be floor mounted and dead front construction complete with interconnections. (Form IIIB)
-
-
-
Note:-
-
-
-
The panels shall be FRONT operated, with cable entry from the top. Earth bus shall be part of the panel.) (All MCB to be "C" Curve)
-
-
-
The following provisions shall be required to be made in the Distribution Panel as detailed below:
-
-
-
All live accessible parts shall be shrouded with 1mm thick polycarbonate/3 mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves according to the colour code. SMC shrouds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position.
-
-
-
Galvanised hardware with zinc passivation shall be used in fabrication of Switchboards.
-
-
-
Suitable Aluminium earth bus to be provided throughout the length of Switchboards.
-
-
-
All indication lamps / illuminated push buttons shall be LED type.
-
-
-
Coil of all motor starters shall be fed from 440 V / 230 V Control Transformer.
-
-
-
2A SP MCBs shall be used as backup protections.
-
-
-
All MCCBs shall be variable plug setting type with thermal magnetic up to 630 A rating and with microprocessor based releases above 630 A rating, line load reversibility, Ics = 100% Icu,& rotary handle.
-
-
-
All control& power wiring shall be broughtout upto the cable alley in the terminal blocks.
-
-
-
An approval shall be taken for each panel before manufacturing.
-
-
-
Provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel.
-
-
-
Illuminated push button on Starter Panels of Pumps.
-
-
-
Interlocking / Auto start command terminals for starter Panels.
-
-
-
All breaking Capacity for ACB to be Ics=100%Icu and Icw for 1 sec..
-
-
-
All breaking Capacity for MCCB to be Ics=100%Icu.
-
-
-
All MCB to be C Curve
-
-
-
Main panel
-
-
-
Incoming:
-
-
-
1 No. of 160 Amp FP MCCB of 16 KA Breaking capacity.
-
-
-
Metering for incoming:
-
-
-
Digital Multifunction meter (MFM-4) with RS-485 communication port for measurement of PF, V, A & Hz , equivalent to EM6459, with CT as required.
-
-
-
Phase indicating lamps RYB with 2 Amps SP MCB back up.
-
-
-
Bus Bars:
-
-
-
Electrolytic high conductivity aluminium three phase and neutral busbars rated at 250 Amps, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of Bus Bar to be 1.3 sq.mm / amp.
-
-
-
Outgoing (All MCB/MCCB shall be suitable for motor duty):
-
-
-
2 Nos. 63A TPN MCB of 16 KA breaking capacity,
-
-
-
1 Nos. 100A TPN MCB of 16 KA breaking capacity,
-
-
-
MAIN PANEL , as described above shall be complete with all interconnections, risers, internal wiring, labels, terminal blocks etc. complete as required. (NSEL-2B)
1
-
68580
Sub Head-V : Cables
-
-
-
Supply testing of under noted sizes of Aluminium / Copper conductor XLPE insulated PVC sheathed & sleeved armoured and overall PVC sleeved 1.1 KV grade power distribution cables conforming to relevant IS code and as per specification in ground (including trenches) through pipe or on wall / racks cable trays including dressing and clamping the cable with MS zinc passivated clamps etc. as required.
-
-
-
3.5 x 50 sq.mm (NS-EL-5H)
25
-
238
4 x 10 sq.mm (NS-EL-5L)
35
-
107
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
-
-
-
Upto 35 Sqmm [DSR(E&M)-2013/7.1.1/P-25]
10
-
181
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
-
-
-
Upto 35 Sqmm [DSR(E&M)-2013/7.2.1/P-25]
5
-
124
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required.
-
-
-
Upto 35 Sqmm [DSR(E&M)-2013/7.5.1/P-25-26]
10
-
15
Above 35 Sqmm and upto 95 Sqmm [DSR(E&M)-2013/7.5.2/P-25-26]
10
-
23
Laying and fixing of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size on wall surface as required.
-
-
-
Upto 35 Sqmm (clamped with 1mm thick saddle) [DSR(E&M)-2013/7.7.1/P-26]
5
-
22
Above 35 Sqmm and upto 95 Sqmm (clamped with 25x3mm MS flat clamp) [DSR(E&M)-2013/7.7.2/P-26]
10
-
67
Laying and fixing of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size on cable tray as required.
-
-
-
Upto 35 Sqmm (clamped with 1mm thick saddle) [DSR(E&M)-2013/7.8.1/P-26]
5
-
19
Above 35 Sqmm and upto 95 Sqmm (clamped with 25x3mm MS flat clamp) [DSR(E&M)-2013/7.8.2/P-26]
15
-
44
Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75mm deep) and refilling etc. as required.
-
-
-
300mm dia [DSR(E&M)-2013/14.14.4/P-44]
10
-
529
Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required.
-
-
-
3½ x 50 Sqmm (35mm) [DSR(E&M)-2013/9.1.22/P-29]
2
-
286
4 x 10 Sqmm (25mm) [DSR(E&M)-2013/9.1.32/P-29-30]
4
-
163
Supply and fixing of cable tray/steel work in position including clamps, frame work of flats, angle iron, channel with fabrication work including cutting, bending, welding, drilling bolting etc. as per design as required. One coat of primer and 2 coats of enamel paint of approved shade shall be provided. (IN-EL-SV)
25
-
159.5
Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc. as required.
-
-
-
150mm width x 50mm depth x 1.6mm thickness [DSR(E&M)-2013/4.1.2/P-19]
10
-
523
Providing and fixing UPVC pipes as per IS:13592 suitable for 6 Kg/ sq cm pressure, including all fittings with accessories i.e bends, junctions, cowls, offsets, PVC pipe clips/holders etc. and jointing with rubber rings and cement solvent complete as per manufacturer's specifications with excavation, refilling and disposal of surplus earth, including cutting holes in walls and floors ,wherever required and making good the same, complete as directed by the Engineer-in-Charge. (IN-EL-5AA)
-
-
-
110 sq.mm outer dia
10
-
1691.3
Sub Head-VI : Earthing
-
-
-
Earthing with G.I. earth plate 600mmx600mmx6mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required. [(DSR(E&M)-2013/5.4/P-22)]
2
-
4367
Supply and laying 25mmx5mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) [DSR(E&M)-2013/5.9/P-22]
35
-
103
Providing & fixing 25mm x 5mm G.I. strip on surface or in recess for connections etc. as required. [DSR(E&M)-2013/5.15/P-23]
10
-
133
Cremation ground Building:
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
74
-
109.26
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
48
-
54.03
Extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stacked materials.
-
-
-
All kinds of soil. (DSR-13/2.26.1/P-75)
24
-
41.75
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-13/2.27/P-75)
4
-
843.65
Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%. (DSR-13/2.34.1/P-76)
35
-
185.95
Diluting and injecting chemical emulsion for POST-Constructional anti- termite treatment (excluding the cost of chemical emulsion):
-
-
-
Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litre per linear metre including drilling and plugging holes etc. With chlorphyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.2.1/P-76)
28
-
20.9
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.3.1/P-76)
40
-
107.85
Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. (DSR-13/2.35.4.1/P-76)
28
-
16
Treatment at points of contact of wood work by chemical emulsion chlorpyriphos/Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. (DSR-13/2.35.5/P-76)
28
-
187.65
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
7
-
3920.65
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) (DSR-13/4.10/P-87)
10
-
220.65
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR-13/4.12/P-87)
3
-
44.36
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 course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR-13/4.13/P-87)
10
-
108.75
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. (DSR-13/4.17/P-88)
11
-
378.95
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
40
-
186.4
Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
40
-
371.8
Shelves (cast in situ) (DSR-13/5.9.4/P-97)
5
-
371.8
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-13/5.9.5/P-97)
50
-
309.8
Columns, pillars, piers, abutments, posts and struts. (DSR-13/5.9.6/P-97)
65
-
423
Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. (DSR-13/5.9.15/P-97)
1
-
186.4
Edges of slabs and breaks in floors and walls. : Under 20 cms wide. (DSR-13/5.9.16.1/P-97)
15
-
111.7
Weather shade, chajjas, corbels etc. including edges. (DSR-13/5.9.19/P-97)
1
-
468.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-mechanically treated bars/Cold twisted bars. (DSR-13/5.22.6/P-99)
4442
-
66.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
Thermo-mechanically treated bars (DSR-13/5.22A.6/P-99)
2510
-
66.5
Add or deduct for plaster drip course/groove in plastered surface or moulding to R.C.C. projections. (DSR-13/5.30/P-100)
15
-
27.85
Providing and laying in position machine batched, 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 centring, shuttering, finishing and reinforcement, including admixtures in recommended proportion as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (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-13/5.33.1/P-101)
27
-
5704.45
All works above plinth level upto floor V level. (DSR-13/5.33.2/P-101)
13
-
6353
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
1
-
4646.5
Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.4.2/P-111)
5
-
5325.1
Half brick masonry with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR-13/6.12.2/P-112)
5
-
574.7
Extra for providing and placing in position 2 nos 6mm dia M.S. bars at every third course of half brick masonry (with M-150 bricks). (DSR-13/6.15/P-112)
2
-
69.5
Brick work with clay flyash brick of class designation 150 in superstructure above plinth level up to floor five level in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.32.2/P-114)
12
-
5183.9
Half brick masonry with non modular fly ash lime Gypsum bricks (FALG bricks) of class designation 150, conforming to IS: 12894, in superstructure above plinth and upto floor V level.
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-13/6.45.2/P-114)
2
-
641.3
Providing and fixing stone slab table rubbed, edges rounded and polished, of size 75x50cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
-
-
-
Granite stone of approved shade. (DSR-13/8.10.2/P-129)
3
-
2963.4
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part-I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
-
-
-
35mm thick including ISI marked stainless steel butt hinges with necessary screws. (DSR-13/9.21.1/P-150-151)
3
-
1684.75
Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (over all area of door shutter to be measured) (DSR-13/9.23/P-151)
3
-
348.45
Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). (DSR-13/9.26/P151)
3
-
98.75
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:
-
-
-
300x16mm (DSR-13/9.96.1/P-159)
2
-
215.3
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
-
-
-
300x10mm (DSR-13/9.97.1/P-159)
2
-
108.1
100x10mm (DSR-13/9.97.5/P-159)
1
-
49.85
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:
-
-
-
100 mm (DSR-13/9.100.2/P-160)
1
-
52.8
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
-
-
-
Single rubber stopper (DSR-13/9.101.1/P-160)
2
-
33.75
Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (DSR-13/9.102/P-160)
1
-
68.4
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coatings not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. (DSR-13/9.103/P-160)
2
-
754.45
Providing & fixing decorative high pressure laminated sheet of plain/wood grain in gloss/matt/suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 “Type-S”, including cost of adhesive of approved quality.
-
-
-
1.0 mm thick (DSR-13/9.127.2/P-165)
6
-
663.2
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
-
-
-
Profile B - Fixing with adjustable lugs with split end tail to each jamb (DSR-13/10.14.1.1/P-178)
10
-
360.5
Kota stone slab flooring over 20mm (average) 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 1:4 cement mortar 1:4 (1 cement : 4 coarse sand).
-
-
-
25mm thick. (DSR-13/11.26.1/P-190)
27
-
1071.7
Kota stone slabs 20mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-13/11.27/P-190)
4
-
1100.85
Providing and fixing 1st 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 Engineer-in-charge, in skirting, risers of steps and dados, over 12mm 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-13/11.36/P-191)
17
-
793.6
Providing and laying Ceramic glazed floor tiles of size 300x300mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as white, ivory, grey, fume red brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including pointing the joints with white cement and matching pigment etc., complete. (DSR-13/11.37/P-191)
5
-
822.1
Providing gola 75x75mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design:
-
-
-
In 75x75mm deep chase (DSR-13/12.21.1/P-206)
28
-
127.95
Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm 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-13/12.22/P-206)
3
-
167.45
Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
110mm diameter (DSR-13/12.41.2/P-209)
11
-
218.6
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion.
-
-
-
Coupler: 110 mm (DSR-13/12.42.1.2/P-209)
3
-
133.55
Bend 87.50 : 110 mm bend (DSR-13/12.42.5.2/P-209)
6
-
160.25
Shoe (Plain): 110 mm shoe (DSR-13/12.42.6.2/P-209)
3
-
290.35
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
77.3
-
142.25
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.5.2/P-222)
26
-
164.75
20mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand) (DSR-13/13.6.1/P-222)
80
-
215.8
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-13/13.16.1/P-223)
35
-
120.35
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-13/13.41.1/P-225)
86
-
79.65
Finishing walls with textured exterior paint of required shade: New work (two or more coats applied @ 3.28 Ltr./10 Sqm) over and including primer coat of exterior primer applied @ 2.20kg/10 Sqm.(DSR-13/13.45.1/P-225)
80
-
127.1
Applying priming coat : With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. (DSR-13/13.50.3/P-226)
18
-
24.95
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
-
-
-
On steel work. (DSR-13/13.52.1/P-226)
18
-
109.8
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-13/13.80/P-229)
166
-
85.4
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, fixed 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/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately):
-
-
-
For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron) (DSR-13/21.1.1.2/P-371)
4
-
373
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-13/21.1.2.2/P-371)
5
-
427.6
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 4.0 mm thickness. (DSR-13/21.3.1/P-371-372)
1
-
790
Providing and laying integral cement based waterproofing 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 2.75Kg/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 300mm height including cleaning the surface before treatment.
-
-
-
(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 20mm 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 required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs.
-
-
-
(c) After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
-
-
-
(d) Finishing the surface with 20mm thick 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 with trowel with neat cement slurry and making pattern of 300x300mm square 3mm deep.
-
-
-
(e) 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 Engineer-in-charge:
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-13/22.7.1/P-380-381)
40
-
882.6
Sanitary Installation:
-
-
-
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:
-
-
-
W.C. pan with ISI marked white solid plastic seat and lid. (DSR-13/17.3.1/P-287)
1
-
4636.25
Providing and fixing wash basin with C.I. brackets, 15mm 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 require:
-
-
-
White vitreous China wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (DSR-13/17.7.1/P-288)
1
-
2174.35
Providing and fixing 600x450mm bevelled 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-13/17.31/P-291)
1
-
762.55
Providing and fixing toilet paper holder:
-
-
-
C.P. brass (DSR-13/17.34.1/P-291)
1
-
339.85
Providing and fixing soil, waste and vent pipes:
-
-
-
100mm dia: Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989. (DSR-13/17.35.1.2/P-291)
3
-
952.5
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:
-
-
-
100 mm dia: Sand cast iron S&S as per IS-3989 (DSR-13/17.38.1.2/P-292)
3
-
384.45
Providing and fixing plain bend of required degree.
-
-
-
100mm dia: Sand cast iron S&S as per IS-3989 (DSR-13/17.39.1.2/P-292)
2
-
334.5
Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter:
-
-
-
100mm (DSR-13/17.58.1/P-296)
3
-
232.3
Providing and fixing trap of self cleaning design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:
-
-
-
100 mm inlet and 100 mm outlet. Sand cast iron S&S as per IS: 3989 (DSR-13/17.60.1.1/P-296)
3
-
938.05
Providing and fixing PTMT bottle trap for wash basin and sink.
-
-
-
Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling, 77mm breadth with 25mm minimum water seal, weighing not less than 260gms. (DSR-13/17.70.1/P-297)
5
-
408.25
Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610x390x370mm having pre& post flushing with water (250 ml. & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (DSR-13/17.80/P-298)
1
-
16681.05
Providing and fixing PTMT grating of approved quality and colour.
-
-
-
Circular Type: 100 mm nominal dia. (DSR-13/18.58.1.1/P-328-329)
2
-
44.2
Rectangular type with openable circular lid: 150 mm nominal size square 100 mm diameter of the inner hinged round grating. (DSR-13/18.58.2.1/P-328-329)
1
-
149.9
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cuttings and making good the wall etc.
Internal work - Exposed on wall:
-
-
-
32mm dia nominal bore (DSR-13/18.10.4/P-320)
10
-
333.5
50mm dia nominal bore (DSR-13/18.10.6/P-320)
10
-
512.1
Water Supply:
-
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & 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:
-
-
-
15 mm nominal outer dia Pipes (DSR-13/18.7.1/P-319)
15
-
155.8
20 mm nominal outer dia Pipes (DSR-13/18.7.2/P-319)
10
-
182.15
25 mm nominal outer dia Pipes (DSR-13/18.7.3/P-319)
15
-
222.9
32 mm nominal outer dia Pipes (DSR-13/18.7.4/P-319)
5
-
287.1
40 mm nominal outer dia Pipes (DSR-13/18.7.5/P-319)
5
-
395.6
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-13/18.8.2/P-319)
15
-
281.35
25 mm nominal outer dia pipes (DSR-13/18.8.3/P-319)
5
-
336.25
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
-
-
-
25 mm nominal bore (DSR-13/18.17.1/P-321)
4
-
427.8
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:
-
-
-
25 mm nominal bore (DSR-13/18.18.3/P-321)
3
-
446.95
Providing and fixing unplasticised PVC connection pipe with brass unions:
-
-
-
45 cm length: 15 mm nominal bore (DSR-13/18.21.2.1/P-322)
4
-
67.35
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931: 15mm nominal bore (DSR-13/18.52.1/P-328)
3
-
618.7
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS: 8931 : 15mm nominal bore (DSR-13/18.53.1/P-328)
5
-
506.7
Providing and placing on terrace (at all floor levels) polythylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DSR-13/18.48/P-327)
500
-
6.3
Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in-charge. External work:
-
-
-
25mm nominal outer dia pipes (DSR-13/18.9.3/P-319-320)
10
-
203.1
Constructing masonry chamber 30x30x50cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75mm (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), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design:
-
-
-
With bricks of class designation-150 (DSR-13/18.32.1/P-324)
1
-
1101.7
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 300x300mm size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than 2.70Kg as per standard design:
-
-
-
180 x 150mm size P type: With bricks of class designation-150 (DSR-13/19.4.3.1/P-349-350)
1
-
1635
Providing and laying non-pressure NP-2 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:
-
-
-
150 mm dia R.C.C. pipe (DSR-13/19.6.2/P-350)
5
-
340.35
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 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design:
-
-
-
Inside size 90x80 cm and 45cm 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.):
-
-
-
With brick of class designation-150 (DSR-13/19.7.1.1/P-350-351)
1
-
8062.7
Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast R.C.C. horizontal grating with frame complete as per standard design: With bricks of class designation-150 (DSR-13/19.27.1/P-356)
1
-
3774.95
Making soak pit 2.5m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100mm diameter, 1.8 m long complete as per standard design: With bricks of class designation-150 (DSR-13/19.32.1/P-357)
1
-
16705.45
Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m. All kind of soil.
-
-
-
Pipes, cables etc. not exceeding 80mm dia but not exceeding 300m dia. (DSR-13/2.10.1.2/P-73)
49.93
-
192.75
Electrical work (Cremation Ground Building)
-
-
-
Sub Head-I : Distribution Board
-
-
-
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
-
-
-
8 way (4 + 24), Single door (DSR(E&M)-2013/2.4.3/P-10)
1
-
1752
Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
63 amps [DSR(E&M)-2013/2.13.2/P-12]
1
-
614
Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
Single pole [DSR(E&M)-2013/2.10.1/P-12]
18
-
146
Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
-
-
-
63 amps [DSR(E&M)-2013/2.15.3/P-12-13]
1
-
2128
Sub Head-II : Internal wiring
-
-
-
Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 Sqmm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 Sqmm FRLS PVC insulated copper conductor single core cable etc. as required.
-
-
-
Group C [DSR(E&M)-2013/1.10.3/P-2]
15
-
727
Wiring for circuit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
-
-
-
2x2.5 Sqmm + 1x2.5 Sqmm earth wire [DSR(E&M)-2013/1.14.2/P-3]
75
-
140
2x4 Sqmm + 1x4 Sqmm earth wire [DSR(E&M)-2013/1.14.3/P-3]
50
-
171
4x10 Sqmm + 2x10 Sqmm earth wire [DSR(E&M)-2013/1.14.10/P-3]
25
-
575
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings). [DSR(E&M)-2013/1.31/P-7]
4
-
320
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. [DSR(E&M)-2013/1.32/P-7]
4
-
411
Sub Head-III : Fans & Light Fixtures
-
-
-
Supplying, fixing, testing and commissioning of 5 Star BEE rating 1200mm sweep ceiling fan complete with blades, down rod, shackle insulator, canopy etc. including providing of electronic step regulator with face plate matching the existing modular switches as required similar to Havells make Model: ES-50 Premium 5 star or equivalent preferred make. (NS-EL-4F)
1
-
1664
Supplying, fixing, testing and commissioning of following size exhaust/ fresh air fan complete with gravity louver and connection with 3 core flexible wire as required.
-
-
-
a) 300mm 1400 RPM Heavy duty Metal exhaust fan Havells make model: Turbo Force SP or equivalent preferred makes. (NS-INEL-4G)
1
-
2850
Supply, installation, testing & commissioning of street light 12W KED LED including poles and all accessories)
10
-
20773
Supplying, fixing, testing and commissioning of Surface mounted luminaire for 20W LED Tube light with extruded thermal polycarbonate housing fixture should be of minimum 2000 lumens (6500 KELVIN) suitable for operation on 230 volt 50 Hz,Single Phase AC supply with electronic driver and all accessories complete for ceiling/wall/ Surface including wiring, connection with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable including earthing etc. as required. Similar to Wipro Make, Cat No: LL20-221-XXX-65AL1 or equivalent preferred make. (NS-EL-41)
5
-
893
Sub Head-IV : DISTRIBUTION PANELS
-
-
-
DISTRIBUTION PANELS
-
-
-
Design, manufacture, supply,including supervision during installation, testing and commissioning of 2 mm thick MS sheet steel fabricated cubicle type Panel dust and vermin proof complete with hinged and lockable doors . The Sheet Steel shall under go minimum eight tank treatment followed by finishing treatment of powder coating with 70 micron minimum thickness. All the panels shall be floor mounted and dead front construction complete with interconnections. (Form IIIB)
-
-
-
Note:-
-
-
-
The panels shall be FRONT operated, with cable entry from the top. Earth bus shall be part of the panel.) (All MCB to be "C" Curve)
-
-
-
The following provisions shall be required to be made in the Distribution Panel as detailed below:
-
-
-
All live accessible parts shall be shrouded with 1mm thick polycarbonate/3 mm thick FRP sheet and all equipment shall be finger touch proof. The busbar insulation shall be with heat shrinkable sleeves according to the colour code. SMC shrouds and busbar supports shall be used. All MCCB door handle shall be interlocked and lockable in OFF position.
-
-
-
Galvanised hardware with zinc passivation shall be used in fabrication of Switchboards.
-
-
-
Suitable Aluminium earth bus to be provided throughout the length of Switchboards.
-
-
-
All indication lamps / illuminated push buttons shall be LED type.
-
-
-
Coil of all motor starters shall be fed from 440 V / 230 V Control Transformer.
-
-
-
2A SP MCBs shall be used as backup protections.
-
-
-
All MCCBs shall be variable plug setting type with thermal magnetic up to 630 A rating and with microprocessor based releases above 630 A rating, line load reversibility, Ics = 100% Icu,& rotary handle.
-
-
-
All control& power wiring shall be broughtout upto the cable alley in the terminal blocks.
-
-
-
An approval shall be taken for each panel before manufacturing.
-
-
-
Provision of one 6/16 amp socket & compartment lighting for each vertical section of main panel.
-
-
-
Illuminated push button on Starter Panels of Pumps.
-
-
-
Interlocking / Auto start command terminals for starter Panels.
-
-
-
All breaking Capacity for ACB to be Ics=100%Icu and Icw for 1 sec..
-
-
-
All breaking Capacity for MCCB to be Ics=100%Icu.
-
-
-
All MCB to be C Curve
-
-
-
Main panel
-
-
-
Incoming:
-
-
-
1 No. of 160 Amp FP MCCB of 16 KA Breaking capacity.
-
-
-
Metering for incoming:
-
-
-
Digital Multifunction meter (MFM-4) with RS-485 communication port for measurement of PF, V, A & Hz , equivalent to EM6459, with CT as required.
-
-
-
Phase indicating lamps RYB with 2 Amps SP MCB back up.
-
-
-
Bus Bars:
-
-
-
Electrolytic high conductivity aluminium three phase and neutral busbars rated at 250 Amps, insulated with heat shrinkable coloured PVC sleeves & clip on shrouds for joints. Current density of Bus Bar to be 1.3 sq.mm / amp.
-
-
-
Outgoing (All MCB/MCCB shall be suitable for motor duty):
-
-
-
2 Nos. 63A TPN MCB of 16 KA breaking capacity,
-
-
-
1 Nos. 100A TPN MCB of 16 KA breaking capacity,
-
-
-
MAIN PANEL , as described above shall be complete with all interconnections, risers, internal wiring, labels, terminal blocks etc. complete as required. (NSEL-2B)
1
-
68580
Sub Head-V : Cables
-
-
-
Supply testing of under noted sizes of Aluminium / Copper conductor XLPE insulated PVC sheathed & sleeved armoured and overall PVC sleeved 1.1 KV grade power distribution cables conforming to relevant IS code and as per specification in ground (including trenches) through pipe or on wall / racks cable trays including dressing and clamping the cable with MS zinc passivated clamps etc. as required.
-
-
-
3.5 x 50 sq.mm (NS-EL-5H)
20
-
238
4 x 10 sq.mm (NS-EL-5L)
35
-
107
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
-
-
-
Upto 35 Sqmm [DSR(E&M)-2013/7.1.1/P-25]
10
-
181
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
-
-
-
Upto 35 Sqmm [DSR(E&M)-2013/7.2.1/P-25]
5
-
124
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required.
-
-
-
Upto 35 Sqmm [DSR(E&M)-2013/7.5.1/P-25-26]
15
-
15
Above 35 Sqmm and upto 95 Sqmm [DSR(E&M)-2013/7.5.2/P-25-26]
6
-
23
Laying and fixing of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size on wall surface as required.
-
-
-
Upto 35 Sqmm (clamped with 1mm thick saddle) [DSR(E&M)-2013/7.7.1/P-26]
5
-
22
Above 35 Sqmm and upto 95 Sqmm (clamped with 25x3mm MS flat clamp) [DSR(E&M)-2013/7.7.2/P-26]
9
-
67
Laying and fixing of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size on cable tray as required.
-
-
-
Upto 35 Sqmm (clamped with 1mm thick saddle) [DSR(E&M)-2013/7.8.1/P-26]
5
-
19
Above 35 Sqmm and upto 95 Sqmm (clamped with 25x3mm MS flat clamp) [DSR(E&M)-2013/7.8.2/P-26]
10
-
44
Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75mm deep) and refilling etc. as required.
-
-
-
300mm dia [DSR(E&M)-2013/14.14.4/P-44]
5
-
529
Supplying and making indoor end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required.
-
-
-
3½ x 70 Sqmm (38mm) [DSR(E&M)-2013/9.1.23/P-29]
2
-
324
4 x 10 Sqmm (25mm) [DSR(E&M)-2013/9.1.32/P-29-30]
4
-
163
Providing and fixing UPVC pipes as per IS:13592 suitable for 6 Kg/ sq cm pressure, including all fittings with accessories i.e bends, junctions, cowls, offsets, PVC pipe clips/holders etc. and jointing with rubber rings and cement solvent complete as per manufacturer's specifications with excavation, refilling and disposal of surplus earth, including cutting holes in walls and floors ,wherever required and making good the same, complete as directed by the Engineer-in-Charge. (IN-EL-5AA)
-
-
-
110 sq.mm outer dia
5
-
1691.3
Cremation ground (External development work)
-
-
-
Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
362.7
-
109.26
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 upto 50m and lift upto 1.5m. (AR/GNIDA)
121
-
54.03
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-13/2.27/P-75)
11
-
843.65
Clearing grass and removal of the rubbish upto a distance of 50m outside the periphery of the area cleared. (DSR-13/2.32/P-75)
1249
-
2.97
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
11
-
3920.65
Kota stone slabs 20mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-13/11.27/P-190)
40
-
1100.85
White washing with lime to give an even shade: New work (three or more coats) (DSR-13/13.37.1/P-225)
29
-
14.35
Finishing walls with textured exterior paint of required shade:
-
-
-
Old work (two or more coats on existing cement paint surface applied @ 3.28 Ltr./10 Sqm (DSR-13/14.65.1/P-243)
28.8
-
106.75
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (DSR-13/13.80/P-229)
28.8
-
85.4
Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/GNIDA)
259.02
-
801
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). (DSR-13/16.69/P-274)
5
-
5236.95
Add labour cess @ 1% on all above items
18005675.69
-
0.01
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