Karnataka State Police Housing And Infrastructure Development Corporation Limited Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Karnataka State Police Housing And Infrastructure Development Corporation Limited - KSPHCL Tender
Civil And Construction
Building Construction
Opening Date31 Aug 2024
Closing Date30 Sep 2024
Tender Amount₹ 1,83,02,150.37
Costs
EMD
₹ 2,75,000Document Cost
Refer DocumentsTender Fee
₹ 4,580
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
KSPHIDCL/2024-25/BD/WORK_INDENT129Bid Award Id
ViewTender No
KSPHIDCL/2024-25/BD/WORK_INDENT129Tender Authority
Karnataka State Police Housing And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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BOQ Items
Vol 2 4.1 - Providing and injecting chemical emulsion for Pre constructional Anti Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. Lindane 20% E.C. @ 3.19 l m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.
226.3
121
27504.502
Vol I 15 2.1.2 - Providing and laying in position plain cement concrete Mix 1:4:8 M5 Using 40 mm and down size graded crushed coarse aggregates for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork shall be paid separately
136.2
5833
794579.904
Vol I 65 2.2.3 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork to be paid separately
42.15
6721
283326.399
Vol I 16 2.5.2 - Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement, dowel bars formwork to be paid separately M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates Ground Floor
19.22
11982
230295.7698
Vol I 16 2.5.2 - b First Floor
7.11
12101
86044.5801
Vol I 16 2.5.2 - c Second Floor
4.49
12221
54875.5677
Vol II 9 5.3 - Providing Coursed rubble masonry second sort with hard stone in foundation plinth with Cement mortar 1:6 1 cement : 6 coarse sand
54.82
6391
350362.843
Vol I 7 1.9 - Filling available excavated earth excluding rock in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
310.83
273
85161.2034
Vol I 1.11 - Filling approved excavated earth excluding rock in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
284.37
445
126826.1763
Vol II 16 2.4.3 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works other parallel works from 0.50m to 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork to be paid separately for Plinth beam
36.86
9789
360826.9632
Vol II 14 6.8 - Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 1 cement : 6 coarse sand including cost of all materials, labour, scaffolding and usage charges of machinery other incidental charges complete as per the direction of engineer incharge of work. Ground Floor
64.07
8208
525891.0449
Vol II 14 6.8 - b First Floor
51.59
8290
427688.8385
Vol II 14 6.8 - c Second Floor
40.95
8372
342842.8185
Vol II 14 6.15 15 6.16 - Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level up to floor 1 level cement mortar 1:4 1 cement :4 coarse sand including cost of all materials, labour, scaffolding and usage charges of machinery other incidental charges complete as per the direction of engineer incharge of work. Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. Ground Floor
176.92
1161
205552.7328
Vol II 14 6.15 15 6.16 - b First Floor
169.52
1173
198924.9392
Vol II 14 6.15 15 6.16 - c Second Floor
98.01
1185
116149.6908
Vol I 15 2.1.4 - Providing and laying in position plain cement concrete Mix 1:3:6 M10 Using 20 mm and down size graded crushed coarse aggregates for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork shall be paid separately Ground Floor
2.05
6595
13521.021
Vol I 15 2.1.4 - b First Floor
1.88
6661
12523.7516
Vol I 15 2.1.4 - c Second Floor
1.76
6727
11840.4528
Vol I 17 2.5.2 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, for all Super structures of building , Road works, Water works, Irrigation works super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement, dowel bars formwork to be paid separately for Staircase, Lintels and Beams Ground Floor
5.37
11277
60558.8862
Vol I 17 2.5.2 - II Beams
13.62
11277
153596.2812
Vol I 17 2.5.2 - III Staircase
3.08
10572
32563.1152
Vol I 17 2.5.2 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, for all Super structures of building , Road works, Water works, Irrigation works super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement, dowel bars formwork to be paid separately for Staircase, Lintels and Beams First Floor
5.94
11390
67656.8376
Vol I 17 2.5.2 - II Beams
9.64
11390
109799.9856
Vol I 17 2.5.2 - III Staircase
3.08
10678
32888.7328
Vol I 17 2.5.2 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, for all Super structures of building , Road works, Water works, Irrigation works super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement, dowel bars formwork to be paid separately for Staircase, Lintels and Beams Second Floor
2.95
11502
33933.2895
Vol I 17 2.5.2 - II Beams
5.08
11502
58434.2748
SR 2018 19 15 4.21 - KSRB 4 2.12: Extra for providing throating or drip moulding to R.C.C. chajja with plastering labour charges only as per specifications. Specification No. KBS Ground Floor
46
33
1563.54
SR 2018 19 15 4.21 - b First Floor
53.3
33
1811.667
SR 2018 19 15 4.21 - c Second Floor
27.9
33
948.321
vol II 8.16a - KSRB 4 5: Providing lath plaster with cement mortar 1:3, 5cms thick with 6mm dia mild steel bars at 20cms c to c both horizontally and vertially fixing chicken mesh for drop chajja, facia, backing to cup boards including cost of all materials, labour, providing and removing from work HOM of machineries, curing, complete as per specifications. Specification No. KBS First Floor
35.25
1275
44948.685
SR 2018 19 20 4.55 - Providing and fixing RCC slabs 5 cms thick for wall shelves with 12mm and down size jelly cement concrete design mix M25 including CM 1:3 plaster finishing, curing etc., complete excluding cost of steel and fabrication charges Ground Floor
7.2
638
4597.92
SR 2018 19 20 4.55 - b First Floor
17.1
638
10920.06
SR 2018 19 20 4.55 - c Second Floor
22.68
638
14483.448
SR 2018 19 20 4.54 - Providing RCC loft atta 7.5cms thick withcement concrete design mix M25 using clean garnite or trap jelly of 20mm and down size with necessary rienforcement at 20cms centre to centre as per design including form work,centering ,curing,etc., complete inclusive of cost of steel and fabrication charges Ground Floor
12.6
445
5619.474
SR 2018 19 20 4.54 - b First Floor
12.44
445
5548.1156
SR 2018 19 20 4.54 - c Second Floor
11.34
445
5057.5266
Vol I 17 2.5.2 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm and down size graded crushed coarse aggregates, for all Super structures of building , Road works, Water works, Irrigation works super structure works of bridges upto 3.50 m height. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes finsishing concrete structure in line, all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement, dowel bars formwork to be paid separately for Roof slab Ground Floor
39.45
10572
417082.758
Vol I 17 2.5.2 - b First Floor
33.24
10678
354942.0384
Vol I 17 2.5.2 - c Second Floor
18.67
10783
201335.0396
SR 18 19 13 15 4.5 4.25 - KSRB 4 1.5: Providing and laying in position plain cementconcrete of mix M20 with OPC cement @ 300 kgs, with 20mm and down size graded granite metal coarse aggregate @0.69cum and fine aggregates @0.43cum, machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation, plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 For Screed Concrete over roof. Ground Floor
2.07
5696
11792.6451
SR 18 19 13 15 4.5 4.25 - b First Floor
8.77
5696
49962.0761
SR 18 19 13 15 4.5 4.25 - c Second Floor
9.33
5696
53152.3569
Vol II 42 8.9 - Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 1 cement : 5 coarse sand and a top layer 6 mm thick cement plaster with cement mortar 1:3 1 cement : 3 coarse sand finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. Ground Floor
515.02
396
204231.181
Vol II 42 8.9 - b First Floor
245.07
400
98155.4364
Vol II 42 8.9 - c Second Floor
321.21
404
129923.0208
Vol II 41 8.1.1 - Providing 12 mm cement plaster with cement mortar 1:4 1 cement: 4 fine sand to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. for inside walls Ground Floor
700.95
262
184104.5175
Vol II 41 8.1.1 - b First Floor
678.26
265
179928.8128
Vol II 41 8.1.1 - c Second Floor
248.45
267
66559.755
Vol II 42 8.10 - Providing 6 mm cement plaster with cement mortar 1:3 1 cement : 3 fine sand on concrete surface ceilings including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. Ground Floor
229.93
217
49970.6869
Vol II 42 8.10 - b First Floor
209.17
219
45912.815
Vol II 42 8.10 - c Second Floor
100.32
221
22238.9376
Vol II 41 8.2.1 - Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 1 cement: 4 fine sand including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. Ground Floor
79.8
303
24247.23
Vol II 41 8.2.1 - b First Floor
78.86
306
24201.3454
Vol II 41 8.2.1 - c Second Floor
110.29
309
34182.1797
Vol II 63 9.24 - Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm average thick base of cement mortar 1:4 1 cement : 4 coarse sand laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in Charge. ** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalent. Ground Floor
44.61
2937
131044.5516
Vol II 63 9.24 - b First Floor
24.42
2966
72452.6748
Vol II 61 9.17.2 - Providing and laying Vitrified tiles in different sizes thickness to be specified by manufacturer , with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours shade, over 12 mm thick bed of cement mortar 1:3 1 cement: 3 coarse sand , jointing with grey cement slurry @ 3.3 kg m2 including grouting the joint with white cement matching pigments etc. complete. Size of Tile 600x600 mm Ground Floor
184.51
1210
223303.2275
Vol II 61 9.17.2 - b First Floor
166.88
1222
203985.768
Vol II 61 9.17.2 - c Second Floor
43.73
1234
53982.9358
Vol II 60 9.11 61 9.14 - Providing and laying Ceramic glazed floor tiles of size 300x300 mm thickness to be specified by the manufacturer , of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 1 Cement : 4 Coarse sand , jointing with grey cement slurry @ 3.3 kg m2 including pointing the joints with white cement and matching pigments etc., complete. for Ceramic Tiles of size 30x30cms Fixing glazed Ceramic Vitrified floor tiles with cement based high polymer modified quick set tile adhesive Water based conforming to IS: 15477, in average 3mm thickness. Ground Floor
21.16
1279
27069.1416
Vol II 60 9.11 61 9.14 - b First Floor
19
1292
24548.95
Vol II 60 9.11 61 9.14 - c Second Floor
27.72
1304
36170.442
Vol II 65 9.39 - Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. Ground Floor
79.8
1492
119099.106
Vol II 65 9.39 - b First Floor
77.42
1507
116702.1338
Vol II 65 9.39 - c Second Floor
110.29
1522
167896.6728
Vol II 85 11.34B - Providing and fixing M.S. grills of required pattern in frames of win dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings wooden frames with rawl plugs screws etc.
2222.14
188
418851.1686
Vol II 83 11.28 - Providing and fixing stainless steel Grade 304 railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts and bolts complete, i c fixing the railing with necessary accessories stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge, for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer in Charge.
163.08
581
94904.406
Vol II 99 12.11 - Providing Honne wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves excluding cost of cement concrete and side clamps , but including cost of materials, labour, usage charges complete as per specifications. Ground Floor
0.7
142216
99551.354
Vol II 99 12.11 - b First Floor
0.69
143638
99110.4822
Vol II 99 12.11 - c Second Floor
0.57
145060
82684.5078
Vol II 105 12.51 - Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifications.
37
1046
38719.76
Vol II 106 12.57.4 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 35 mm thick both side Teak Ground Floor
11.99
4667
55968.8404
Vol II 106 12.57.4 - b First Floor
11.99
4714
56528.5336
Vol II 106 12.57.4 - c Second Floor
6.15
4761
29282.118
Vol II 106 12.57.1 - Providing and fixing flush door shutter made out of solid core block board type, well seasoned , chemicaly treated hard wood battens and internal frame with minimum 45 mm wide wooden frame alround door shutters covered with cross bonded wooden sheets core veneer hot pressed and fastened on both sides of the door useing liquid phenol formaldehyde resin as per IS specifications 2202 part I 1991. from manufacturer complete as per spcification. do 30 mm thick both side Teak Ground Floor
7.18
4164
29899.6022
Vol II 106 12.57.1 - b First Floor
7.18
4205
30198.5774
Vol II 106 12.57.1 - c Second Floor
11.48
4247
48762.2184
Vol II 111 12.90 - Providing fixing of 3 track x 2 panel sliding windows made out of multi chambered UPVC Matching to RAL 9016 sections and with minimum TiO2 Titanium Dioxide at 6PHR with TPE Thermo Plastic Elastomer and lead free, gaskets grey colour having isolated drainage and reinforced with Galvanized Iron profile through out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware Multi point locking system with touch lock. Wall thickness of frame sash shall be of 2mm 2.5mm. Maximum possible size 2419mm x 2200mm. The cost is inclusive of all fixtures and separate charges for minor T Ps shall not be made
101.17
6936
701717.1434
Vol II 160 18.7 - Design supply installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 Part III . The Suspended System held with Spider Fittings of SS 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS 316 Grade Stainless steel Spider bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab beams by means of SS 316 Grade stainless steel brackets Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener anchor bolts, non staining weather sealants of approved make, Teflon nylon bushes and separators to prevent bi metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion seismic movements etc. The joints between glass panels 6 to 8 mm and gaps at the perimeter in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured.
61.53
8190
503965.1568
Vol II 46 8.30 - Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work Two coats applied @ 1.43 ltr 10 m² over and including priming coat of exterior primer applied @ 2.20 kg 10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. Ground Floor
648.2
179
116170.404
Vol II 46 8.30 - b First Floor
335.31
181
60694.4631
Vol II 46 8.30 - c Second Floor
359.37
182
65692.836
Vol II 50 8.51 - Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Ground Floor
970.48
103
99959.44
Vol II 50 8.51 - b First Floor
946.52
104
98466.4756
Vol II 50 8.51 - c Second Floor
489.57
105
51434.2242
Vol II 48 8.39 - Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge. for walls and ceiling Ground Floor
970.48
130
126948.4888
Vol II 48 8.39 - b First Floor
946.52
132
125054.2224
Vol II 48 8.39 - c Second Floor
489.57
133
65323.3251
Vol I1 18 2.11a - Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping welding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a Buildings Ground Floor
19.11
92140
1760808.9681
Vol I1 18 2.11a - b First Floor
6.85
93062
637475.522
Vol I1 18 2.11a - c Second Floor
3.91
93983
367475.5632
SR 28 19 268 37.30 - Providing wall black boards in CM 1 3 with two coats of black paint including finishing etc complete.
24
795
19083.84
vol II 50 8.55.1 - Applying priming coats with primer of approved brand and manufacture, having low VOC Volatile Organic Compound content. With ready mixed pink or grey primer on wood work hard and soft wood having VOC content less than 50 grams litre as per specifications and as per directions of Engineer in charge.
67.16
57
3873.7888
Vol II 48 8.40 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge.
67.16
118
7955.102
Vol II 47 8.34.3 - Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron steel works including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge.
139.27
51
7172.405
Vol II 48 8.40 - Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer in charge.
139.27
118
16496.5315
Vol III 53 8.3 - Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman
6750
1
11137.5
117 8.16.2 - KSRB 15.8.2: Providing and fixing plaster mesh 150mm wide manufactured out of hot dipped galvanised iron of nominal thickness 0.35mm with a zinc coating of 120gms per sqm width, along route of walls chipped for services, junction between RCC and brick walls including cost of materials, labour for fixing complete as per specifications. length of mesh only be measured for payment
350
39
13699
Vol II 64 9.25 - Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M 30 grade made of C D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in charge.
9.5
824
7828
8.79 54 Vol 2 - Providing grooves in plastering of walls 2.5 to 4 cms vide and to the required depth as per design and finished in CM 1:3 including curing etc., complete as per Specification.
1578
53
84517.68
8.3.1 41 Vol 2 - Providing 20 mm cement plaster of mix :1:4 1 cement: 4 fine sand to brick stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer in charge. For Flagging
159.21
364
58051.1502
Dept Rate - Plantation of fruit trees
10
50
500
Vol I 6 1.6.1 - Water Supply Earth work excavation for pipelines cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour, tools, usage other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m
48.6
498
24228.072
Vol II 122 13.33.3 - Providing and fixing chorinated poly vinyl Chloride CPVC pipes 25 mm nominal OD pipe conforming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamp at 1.00 mtr spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement the cost of cutting chases making good the same including testing of joints complete. Concealed work including cutting chases and making good walls
20
304
6097.6
Vol II 122 13.33.4 - Providing and fixing Chorinated Poly Venyl Chloride CPVC pipes 32mm nominal OD pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including jointing of pipes and fittings with one step solvent cement, trenching, refilling testing of joints complete. external work
25
383
9579
Vol II 123 13.33.5 - Providing and fixing Chorinated Poly Venyl Chloride CPVC pipes 40mm nominal OD pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including jointing of pipes and fittings with one step solvent cement, trenching, refilling testing of joints complete. external work
120
491
58957.2
Vol II 123 13.33.6 - Providing and fixing Chorinated Poly Venyl Chloride CPVC pipes 50mm nominal OD pipes confirming to IS 15778, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings, this including jointing of pipes and fittings with one step solvent cement, trenching, refilling testing of joints complete. external work
120
742
89115.6
Vol II 128 13.64.1 - Providing and fixing Sewer SWR pipes, including all fittings, This includes jointing of pipes fittings with one step solvent cement, trenching, refilling testing of joints complete as per direction of Engineer in Charge.75mm nominal dia pipes
20
297
5953.4
Vol II 128 13.64.2 - Providing and fixing Sewer SWR pipes, including all fittings, This includes jointing of pipes fittings with one step solvent cement, trenching, refilling testing of joints complete as per direction of Engineer in Charge. 110mm nominal dia pipes
64
396
25379.2
Vol II 128 13.64.2 - Providing and fixing Sewer SWR pipes, including all fittings, This includes jointing of pipes fittings with one step solvent cement, trenching, refilling testing of joints complete as per direction of Engineer in Charge. 150mm nominal dia pipes
45
791
35596.8
NSR1 - Providing and fixing in position Jaquar Hindware Parry ware or equivalent Short body cock tap of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work.
6
1250
7500
NSR2 - Providing and fixing in position Jaquar Hindware Parry ware or equivalent Long body cock tap of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work.
4
1350
5400
NSR3 - Providing and fixing in position Jaquar Hindware Parry ware or equivalent Angle stop cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work.
11
1250
13750
NSR4 - Providing and fixing in position Jaquar Hindware Parry ware or equivalent Two way bib cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work.
4
1350
5400
NSR5 - Providing and fixing in position Jaquar Hindware Parry ware or equivalent Pillar cock of approved quality 20mm nominal bore including cost of all materials, labour and HOM of equipments with all lead, lift, loading, unloading HOM charges etc., complete as per specifications. and directions of the Engineer in charge of work.
4
1250
5000
NSR6 - Providing and fixing in position Jaquar Hindware Parry ware or equivalent Health faucet complete set of approved quality 20mm nominal bore including cost of all materials labour and HOM of equipments with all lead lift loading unloading HOM charges etc complete as per specifications and directions of the Engineer in charge of work
7
1350
9450
Vol II 123 13.34 - KSRB 13 11 1 Providing and placing on terrace,polythene water storage tanks as per IS 12701 1996 manhole lid and suitable locking arrangements,making holes of suitable diameter for inlet,outlet and over flow pipes,including cost of allmaterials,labour,transport charges,HOM and testing complete as per specifications For 1000 litr capacity Specification No KBS 13.22
2000
9
18540
Vol II 126 13.55 - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1 4 1 cement 4 coarse sand C.I. cover with frame light duty 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg , R.C.C. top slab with 1 1.5 3 mix 1 cement 1.5 fine sand 3 graded stone aggregate 20 mm nominal size foundation concrete 1 5 10 1 cement 5 line sand 10 graded stone aggregate 40 mm nominal size , inside plastering 12 mm thick with cement mortar 1 3 1 cement 3 coarse sand , finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets With common burnt clay non modular bricks of class designation 3.5
2
7623
15246.06
Vol II 126 13.53 - Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 1 cement 4 coarse sand C.I. cover with frame light duty 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg , R.C.C. top slab with 1 1.5 3 mix 1 cement 1.5 fine sand 3 graded stone aggregate 20 mm nominal size , foundation concrete 1 5 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size , inside plastering 12 mm thick with cement mortar 1 3 1 cement 3 coarse sand , finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design Inside dimensions 455x610 mm and 45 cm deep for single pipe line With common burnt clay non modular bricks of class designation 3.5
5
5811
29056.3
Vol II 117 13.4.2 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality screwed end : 32mm dia
1
615
615.94
Vol II 117 13.4.3 - Providing and fixing Brass full way valve gate with C.I. wheel of approved quality screwed end : 40 mm dia
1
723
723.06
Vol II 135 14.23 - Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
7
1188
8320.34
Vol II 131 14.1.1 - White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
4
5030
20122.08
Vol II 131 14.3.1 - 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, 40 mm 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
8
6156
49250.48
Vol II 132 14.7.5 - White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap
11
2637
29016.13
Vol V A 31 224 - HDPE Manhole 1.2 M dia 1m depth
1
8549
8549
Vol II 136 14.31 - Providing and fixing 600x450 mm beveled edge mirror of superior glass of approved quality complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
11
1256
13822.6
Vol II 137 14.40.2 - Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g.
11
510
5619.68
MR - Providing 10cms dia PVC cowl with cap of approved 1 st quality and make conforming to ISI specifications and fixing in position as directed Rate includes cost of materials fixtures including conveyance charges to the work spot
3
51
154.5
SR 18 19 90 12.111 - Providing and fixing 7.5 cms to 15.00 cms dia NP grating 100 mm dia
5
154
772.5
Vol II 127 13.59 - Providing and fixing PVC S.W.R Nahani Trap 10cms x 10cms with all fitting arrangements all necessary accessories complete
10
226
2266
SR 18 19 97 13 81 1 - Providing NP CP waste unions for 32mm dia conforming to ISI specifications and fixing them in position as per directions including cost of materials, fixtures and conveyance to work spot etc complete
5
123
618
SR 18 19 269 37 36 1 - Wall bores in size stone masonry upto 45 cm thick
10
312
3120.9
SR 18 19 269 37 35 - Wall bores in Brick masonry upto 45 cm thick
10
129
1297.8
2 2 3 15 Vol 1 - Sump Tank Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork to be paid separately
22.9
7178
164392.001
8 6.2 42 Vol 2 - KSRB15 3.11 Providing 20mm thick cement plaster in single coat with cement mortar 1 4 to stone masonry concrete surface including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.KSRB15 4.5 Extra for providing and mixing waterproofing compound in cement plaster for stone masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1 4, 20mm thick cost of materials complete as per specifications.Sl.No 15.19 15.27 P 111.2
78.8
441
34819.356
7 3 85 Vol 5 - Providing fixing 60 cms X 60 cms size MS inspection door with necessary MS frame made out of MS Angle of 50 mm X 50 mm X 6 mm and MS shutters of 3 mm thickness with hinges on top and locking arrangements painting etc complete for RCC Sump tank PRE SR 11 12
2
2204
4408.04
7 1 2 85 Vol 5 - Providing fixing MS ladder 45cms wide with 50 x 50 x 6 mm size angle iron and 20 mm MS bars at 25 cms C C with necessary support and angle iron of same section at braces, including fixing in ground with CC1 2 4 bed and two course of non poisonous anti corrosive PRE SR 11 12 I NO 6 P 44
3
4945
14835.09
13 56 127 Vol 2 - Making soak pit 2.5 m diameter 3.0 m deep with 45 x 45 cm dry brick honey comb shaft with bricks and PVC S.W.R drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay non modular bricks of class designation 3.5
1
23714
23714.72
13 57 127 Vol 2 - Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including PVC S.W.R drain pipe 100 mm diameter and 1.20 m long complete as per standard design
1
2907
2907.69
Vol V 140 12 4 - Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or PWSS by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geological formation Geophysical investigation of existing ground water in the vicinity its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1 0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc NOTE 1 dditional rate on item 1 2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M for fixing Casing pipes only a Above 20 M and upto 30 M 15 percent b Above 30 M 30 percent Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level 2 A sum of Rs 100 is to be deducted for Dry Borewell towards yield test etc complete
1
5562
5562.9
Vol V 139 12 2 1 - Sinking borewell of 150mm dia. clear, using super fast hydraulic rig of capacity 250 PSIG above 900 CMF and above, in all strata of earth, including over burden upto 20M, fixing of casing pipes, collars and cap with ncessary cutting, threading and welding including transportation of rig and supporting vehicles, crew charges, cost of consumables, cost of yield test at the final depth with a minimum working of compressor for one hour etc. complete. The cost excludes the cost of casing pipes, collars and caps etc. for Above 300m of drilling add 10 percent for every 50m depth Up to 0.00 to 50.00 mtrs
50
324
16222.5
Vol V 139 12 2 2 - Up to 50.00 to 100.00 mtr
50
406
20317.5
Vol V 139 12 2 3 - Up to 100.00 to 150.00 mtr
50
432
21630
Vol V 143 12 32 - Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to IS 4270 2001 and latest ammendments, electrical resistance welded steel tubes, material and conforming to IS 1387 1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 7m both ends.threaded conforming to IS 554 1985 one end fixed with socket conforming to IS 4270 2001 and the other end with screwed pipes all shall be responsibaly free from defects. The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg m.prices include Collar Medium duty.
50
2029
101482.5
Vol II 112 - Providing fixing in trenches Galvanised mild steel tools medium grade 50mm dia nominal doorwith all fittings earth work in trenches to be measured paid for seperately including cost of all materials. Labour charges.HOM of equipments and testing complete as per specifications
114
656
74812.5
Vol II 116 13.6.4.1 - Providing fixing Gun metal wheel valve confirming to IS specification of approved quality and make as per directions with all lead lift
2
1140
2280.6
Vol II 491 - Providing Fixing MS cap
1
157
157.5
Vol V 143 12.33 - Providing Fixing MS collar
25
157
3937.5
Vol I 8 1.14.1 - Compound Wall Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Ordynary Soil
23.14
105
2431.0884
Vol I 8 1.15.1 - Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m Ordynary soft rock without blasting
5.79
373
2164.8231
Vol I 15 2.2.3 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork to be paid separately M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates For Column footing
6.21
7048
43769.1357
vol II 17 6.32 - Providing and constructing load bearing wall with Solid Concrete blocksof size 400x200x200mm having block density more than 1800kg m3and minimum compressive strength of 4.00 N mm2 conforming to IS2185 Part I 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.
108.9
1349
146938.77
Vol II 86 11.34A - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings wooden frames with rawl plugs screws etc.
648
173
112129.92
Vol I 15 2.1.4 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement formwork shall be paid separately Mix 1:3:6 M10 Using 20 mm and down size graded crushed coarse aggregates For coping window cills.
0.82
6403
5250.8782
Vol II 47 8.33.3 - Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :New work two coats including a coat of approved steel primer but excluding a coat of mordant solution including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer in charge.
21.6
143
3092.472
3.11 18 Vol 3 - Road Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8 10 t smooth wheeled roller, complete as per clause 310.
345
4
1421.4
3.6 17 Vol 3 - Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading V Material
103.5
507
52556.265
4.17 26 Vol 3 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver grader in sub base base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
35.19
2635
92752.7463
4.1 V 23 Vol 3 - Construction of Granular Sub Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading V Material
35.19
2561
90143.0559
20.29 138 Vol 3 21 22 - Providing and constructing un reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 Grade coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing , spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer in charge of the work.
41.4
7042
291543.354
176 22 8 1 PWD 18 19 DWD SR - Providing groove cutting for width of 5mm to 1Omm and depth 80mm 100mm including cost of cutting machine, generator HOM including cost of blade, coolant etc including cleaning of groove providing sand and hot bitumen fillars, and filler metal etc.including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. for concrete pavement
158.5
139
22039.425
9.32 64 Vol 2 21 22 - Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed average thickness and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications
115
1179
135625.25
8.42.1 74 Vol 3 - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. The cost of PCC shall be paid extra 300 x 250 x 100 mm size
92
312
28712.28
Vol II 175 17.1 - RWH Supplying, filling, spreading leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads lifts, all complete as per direction of Engineer in charge.
8.48
988
8385.024
Vol V 121 10.14.25 - Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 110mm
15
520
7802.25
NSR7 - Furniture Supply of High back chair with headrest cussion at seat and perfo at back with chrombase with gaslift mounted on casters with synchro mechanisum with adjustable handies as PI Room
1
9800
9800
NSR8 - Supply of visitor chair cussion at seating and backrest area with Ms framing PI Room
3
4800
14400
NSR9 - Supply of Manager table with a size of 1800 L x 750 h with 25mm thick Table top with 25mm thick leg with 18mm thick Medestry panel with side storage unit with a size of 900 L x 450x750 with draw at top and shetter at bottom whole unit mounted on levellers PI Room
1
29800
29800
NSR10 - Supply of Medium back chair with cussion at seat and perfo at back with nylon base with gaslift mounted on casters with synchro mechanism with adjustable handles at SI Room
8
7500
60000
NSR11 - Supply of working table with a size of 1500 L x900 W x7500 h with 25mm thick Table top with 18mm thick below table top leg and apron mounted on levellers at SI Room Single Pedestle Storage.
4
24000
96000
NSR12 - Supply of visitor chair cussion at seating and backrest area with Ms framing SI Room
20
4800
96000
NSR13 - Supply of reception table with a size of 1800 L x900 d x1050 h with beach colour at bottom and frosty white colour at top mounted on levellors Note wthout glass at top
1
34000
34000
NSR14 - Supply of Medium back chair with cussion at seat and perfo at back with nylon base with desaft mounted on casters with synchro mechanism with adjustable handles at Reception
1
6500
6500
NSR15 - Supply of Tandem chair of 3 seater with powder coated metal structure mounted on levellers.
3
9800
29400
NSR16 - Supply of computer table with size of 1200 L x600 d x750 h with 25mm thick with table top and 18mm thick below table top leg and apron with powder coated metal keyboard tray with CPL Trolly and pedastal unit with a size of 640 h x400 W x450 d wooden draw
1
8500
8500
NSR17 - Supply of medium back Computer Chair with cusion at seat and perfro at black with powder coated metal base mounted on bushes with adjustable handles
1
6500
6500
NSR18 - Traportation charges
1
15000
15000
Vol 6 Part III Page 1 1.2.1 - Electrical Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 19 20 mm dia 2 mm thick
565
66
37290
Vol 6 Part III Page 1 1.2.2 - Concealed Conduit System Supplying heavy gauge PVC conduit pipe ...... mm dia. mm thick confirming to IS 2509 with suitable size bends, metal PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary 25 mm dia 2 mm thick
510
78
39780
Vol 6 Part III Page 2 1.13 - Supplying And Fixing Metal Fan Box with Round Hook.
29
117
3393
Vol 6 Part III Page 1 1.3.1 - Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 19 20 mm dia 2 mm thick
380
68
25840
Vol 6 Part III Page 1 1.3.2 - Supplying heavy gauge PVC Conduit Pipe .... dia mm thick with suitable size bends, metal junction boxes adhesive paste etc., by groove cutting in the wall and fixing by bracing U or J hooks and cement plastering upto the wall surface and run with 18 SWG GI fish wire run throughout the conduit wherever necessary. 25 mm dia 2 mm thick
260
79
20540
Vol 6 Part III Page 17 5.19.11 - Supplying and fixing regular MCB distribution boards on wall ood board flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase 3 phase single door with powder coated painting Made out of 14 SWG MS enclosure. Double Door 4 Way TP N
3
4038
12114
Vol 6 Part III Page 7 3.4.1 - Supplying and flush mounting powder coated galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick Stone C.C wall 1 2 Way
52
138
7176
Vol 6 Part III Page 7 3.4.3 - Supplying and flush mounting powder coated galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick Stone C.C wall. Make Group "A" materials and as per the directions of Engineer in charge of the work.4 5 Way
6
177
1062
Vol 6 Part III Page 7 3.4.4 - Supplying and flush mounting powder coated galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick Stone C.C wall 6 Way
48
220
10560
Vol 6 Part III Page 7 3.4.5 - Supplying and flush mounting powder coated galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick Stone C.C wall 8 Way
22
261
5742
Vol 6 Part III Page 7 3.4.5 - Supplying and flush mounting powder coated galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick Stone C.C wall 10 12 Way
14
319
4466
Vol 6 Part III Page 4 2.2.1 - Supplying and wiring adopting loop system in existing PVC Conduit casing capping casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694: and latest amendments without control switch shall be fixed on the existing plastic sheet gang box, the other end of the wires shall be terminated with sufficient loose length in a wood PVC round block.complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch box
40
269
10760
Vol 6 Part III Page 4 2.2.2 - Supplying and wiring adopting loop system in existing PVC Conduit casing capping casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694: and latest amendments without control switch shall be fixed on the existing plastic sheet gang box, the other end of the wires shall be terminated with sufficient loose length in a wood PVC round block.complete for each outlet. Medium point above 3Mtr upto 6Mtr from tapping point to out let via switch box
45
379
17055
Vol 6 Part III Page 4 2.2.3 - Supplying and wiring adopting loop system in existing PVC Conduit casing capping casing capping using 2x1.5Sqmm Phase Neutral 1x1.0 sqmm Earth wire FRLS multi strand PVC insulated copper wire confirming to IS 694: and latest amendments without control switch shall be fixed on the existing plastic sheet gang box, the other end of the wires shall be terminated with sufficient loose length in a wood PVC round block.complete for each outlet. Long point above 6Mtr upto 10Mtr from tapping point to out let via switch box
38
555
21090
Vol 6 Part III Page 4 2.3.2 - Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 1.5 mm2
980
26
25480
Vol 6 Part III Page 4 2.3.3 - Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 2.5 mm2
2800
42
117600
Vol 6 Part III Page 4 2.3.4 - Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 4 mm2
660
63
41580
Vol 6 Part III Page 4 2.3.5 - Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 6 mm2
380
92
34960
Vol 6 Part III Page 7 3.5.1 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 1 to 2 Module
52
137
7124
Vol 6 Part III Page 7 3.5.3 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box.4 Module
6
175
1050
Vol 6 Part III Page 7 3.5.4 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 6 Module
48
234
11232
Vol 6 Part III Page 7 3.5.5 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 8 Module
22
284
6248
Vol 6 Part III Page 7 3.5.6 - Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal PVC box. 10 12 Module
14
344
4816
Vol 6 Part III Page 8 3.6.1 - Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A One Way Switch
230
102
23460
Vol 6 Part III Page 8 3.6.2 - Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Two Way Switch
8
166
1328
Vol 6 Part III Page 8 3.6.3 - Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6A Three Way socket
101
171
17271
Vol 6 Part III Page 8 3.6.4 - Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. Stepped Fan Regulator Two Module
29
357
10353
Vol 6 Part III Page 8 3.6.7 - Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 16A One Way Switch
12
180
2160
Vol 6 Part III Page 8 3.6.10 - Supplying and fixing of modular switch connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6 16A Universal Socket
12
236
2832
Vol 6 Part III Page 9 3.14.7 - Supplying And fixing replacing of 6 16 32A electrical accessories on existing switch board. 6A Batten Holder
74
63
4662
Vol 6 Part III Page 29 6.1 - Supplying exhaust fan of 1440 RPM of 300 mm 12" size with bracket blades complete for light duty suitable to operate on 230V 50Hz, AC Supply.
11
1492
16412
Vol 6 Part III Page 29 6.3.1 - Supplying capacitor type ceiling fan complete with down rod blades,shackle, canopies etc, for operation on 230 V, 50 cycles. Single phase AC supply conforming to ISS 374 1979 and with double ball bearing system 48" Sweep 1200 mm Regular model
29
2984
86536
Vol 6 Part III Page 29 6.5.1 - Supplying wall mounting fan suitable to operate at single phase 230v AC. supply. 300 mm Sweep
1
2492
2492
Vol 6 Part III Page 43 11.5.3 - Supply of round square recess surface mounted rolling type LED Down light with W GU 10 LED Lamp Rib Fabricated from diecast aluminium with white powder coated prewired to mains connector has swivelling unit of aluminium die cast eye ball LED Lamp position retained by circular wire spring, with Life of 25000 burning hours 70% lumen maintenance with CRI 80. Power Input: 220 240V at 50 60Hz Power factor 0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition LED square or round down light 15 18W
4
1324
5296
Vol 6 Part III Page 42 11.3.2 - Supplying of feet PVC Batten with integrated LED tube 20 22 W with high quality diffuser with Life of 25000 burning hours 70% lumen maintenance with CRI 80. Power Input: 220 240V at 50 60Hz Power factor 0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fitting 1 x 4' 20 22 W
48
690
33120
Vol 6 Part III Page 46 11.11.7 - Supplying fixing of retrofit type LED bulb W with OPAL acrylic diffuser comprising of LED source with CCT 6500 degree K, CRI 70 percent efficacy 80 lumen per W, life 25000 burning hours and Compliance to IS 10322 IEC 60598, LM 79 LM 80. The LED are driven by HF electronic driver integrated in the system, with PF 0.95, power loss should 5% of lamp Wage., short circuit open circuit protection to be integrated in the circuit, THD less than 20%, Life as per LM 79. The operating input voltage should be between 130 to 275 V. BIS Approved and Tested by NABL CPRI accredited laboratory with 2 years Warranty against any manufacturing defect working under standard electrical condition.18W, 6500K
26
426
11076
Vol 6 Part III Page 55 13.7.1 - Fixing all types and all capacities of fluorescent false ceiling spot light CFL LED fittings indoor on the wall ceiling rafters girders using 23 0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.On wall ceiling Rafter Girders
52
122
6344
Vol 6 Part III Page 56 13.10 - Fixing a ceiling Wall mounting fan of all capacities and all types to the existing 'S'' hook with fan regulator to the existing board together with supplying and fixing 5 A. ceiling rose, necessary length of 23 0.0076 inch PVC insulated twin twisted copper wire and wiring.
30
171
5130
Vol 6 Part III Page 56 13.12 - Extra length of GI pipe of class B 19 mm dia for down rod.
16
197
3152
Vol 6 Part III Page 56 13.14 - Fixing one exhaust fan in the nitch already left in the wall with
bolts and nuts and 5 A. ceiling rose with sufficient length of 23 0.0076 inch PVC insulated twin core wire.
11
492
5412
Vol 6 Part III Page 47 12.2.1 - Supplying and fixing one of 230 volts Ding dong bell and a flush type bell push with gang box fixed on necessary wooden or rawl plugs using NF screws with Remote. Ding Dong Bell
2
246
492
Vol 6 Part III Page 16 5.18.4 - Supplying fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON OFF, energy cross 3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6 32 A DP
20
739
14780
Vol 6 Part III Page 37 9.2.5 - Supplying, erecting, testing commissioning of OFF LINE UPS system suitable for operation on 230V, 50Hz, A C supply, with all accessories complete and Excluding batteries and wiring complete.5 kVA OFF LINE UPS
1
39898
39898
Vol 6 Part III Page 38 9.5.9 - Supplying, installation, testing commissioning of 12V DC, AH batteries in poly propylene container for U.P.S. Sealed maintenance free batteries. 150 AH capacity
6
15895
95370
CSR page 247 21.1.1 Vol 5 - Water purification plants: Providing, Installation and Commissioning of automatic Water purification plant RO+UF with all accessories piping, product water tank on single phase power supply as per the enclosed detailed Technical Specifications including cost of material, loading and unloading and as directed by the Engineer in charge. Ref detailed specification enclosed seperatly . Note: 1.The above rates mentioned are only for the preparation of estimate purpose. 2. All items are to be of BSI NFS standards,with BSI NFS mark . 3. Tenders to be invited for procurement. 4. No direct payment should be made under any situation or condition or on any account. 5. After commissioning of plant necessary testing to be done for the satisfactory of Engineer Incharge. Note : Refer the ANNEXURE : F for Detailed Specification of Each components For 25 LPH : Cabin Type
1
25000
25000
Vol 6 Part III Page 8 3.6.11 - Networking Supplying and fixing of modular switch connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. TV Telephone Socket
3
156
468
Vol 6 Part III Page 8 3.06.12 - Supplying and fixing of modular switch connected accessories on
existing modular switch plate as per IS 3854 and IS 1293. RJ45 I.O Outlet Cat 6
26
337
8762
Vol 6 Part III Page 35 8.1 - Supplying and drawing UTP CAT 6E LAN cable.
970
38
36860
Vol 6 Part III Page 35 8.2.2 - Supplying and drawing PVC flexible one pair telephone
unarmoured tinned copper cable. 2Pair
120
21
2520
Vol 6 Part III Page 35 8.3 - Supplying and drawing PVC insulated gas injected physical foam
jelly flooded co axial TV cable.RG 6.
60
44
2640
Vol 6 Part III Page 35 8.4.4 - Supplying Fixing of switch mounting rack with power manager Cable manager. 12U with 450mm depth
1
8835
8835
Vol 6 Part III Page 35 8.9.2 - Supplying fixing of Network Switches 24 Port Gigabyte manageable
1
41450
41450
Vol 6 Part III Page 35 8.10.1 - Supplying fixing of I O socket with back box Single I O
26
490
12740
Vol 6 Part III Page 36 8.11.3 - Supplying Fixing of ... Mtrs Cat 6 Patch Cable. 3mtr
26
331
8606
Vol 6 Part III Page 36 8.12.2 - Supplying Fixing of Patch panel for LAN cabling. 24 Port 101100 patch panel
1
4100
4100
Vol 6 Part III Page 36 8.13.1 - Supplying and fixing of MDF krone junction box with KRONE
Module Telephone cable termination. 10 Pair
1
345
345
Vol 6 Part III Page 14 5.12.1 - Paneling work Supplying of on load change over switches 4 poles, AC 23A Duty, 415V, 50Hz, AC Supply. With all accessories. SMEnclosure Sheet Metal Execution 63 A
1
6881
6881
Vol 6 Part III Page 16 5.15.9 - Supplying and fixing Moulded Case Circuit Breaker MCCB over the existing wood panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuitwith adjustable thermal magnetic release, Micro processor release shall have Earth Fault as per IS IEC 60947 2 . Icu=100% lcs . In 4P MCCB, all Poles should have protection for Short Cicrcuit Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non Priority loads must be available in the MCCB. MCCB shall be provided with double insulation insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open . Multi pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism.100 A 25 kA
1
8487
8487
Vol 6 Part III Page 16 5.18.7 - Supplying fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON OFF, energy cross 3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898 6 32 A TPN
8
1717
13736
Vol 6 Part III Page 17 5.21 - Supplying, fixing and wiring earth leakage relay with core balanced current transformer suitable for single phase 50 Hz AC with latest microcontroller based, digital readout of percentage leakage current, programmable delay auto manual reset facility suitable to mount on DIN rail flush mounting on panel board.
1
9255
9255
Vol 6 Part III Page 18 5.29 - Supplying, fixing and wiring 3 Phase Digital A mmeter Voltmeter
1
1425
1425
Vol 6 Part III Page 18 5.34 - Supplying, fixing and wiring 50 5 to 400 5A 5VA burden Current
Transformer Class 0.5 accuracy with Tape Wound.
3
562
1686
Vol 6 Part III Page 18 5.38 - Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230 440VAC. 50 Hz 12 24V D.C.
3
515
1545
Vol 6 Part III Page 19 5.40.1 - Supplying ......... A rated 3phase with neutral bus bar using required capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic FRP DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete 100 A 4 x 30 x 6 mm Aluminium Strips
0.8
2465
1972
Vol 6 Part III Page 19 5.41.1 - Supplying and fixing angle iron frame work fabricated out of M.S. angle iron and M.S. Flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint 40 x 40 x 6 mm
8
305
2440
Vol 6 Part III Page 19 5.42.2 - Fabricating supplying and mounting MS box made out SWG suitable for floor wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete 16 SWG
64000
-
27520
Vol 6 Part III Page 2 1.9.2 - Supplying PVC flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely 25 mm
18
22
396
Vol 6 Part III Page 53 12.58.2 - UG Cable GI strips for grounding connections, using necessary fixing materials as required.25 x 3 mm Copper strip
24
82
1968
Vol 6 Part III Page 53 12.56 - Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40 mm dia 2.90 mm thick GI pipe 2.5m long buried in a pit . The pit should be filled with equal proportion of salt and charcoal 150 mm allround the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per lSI specification 7.3.3. of IS 732 using 12 mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia
6
3510
21060
ESR 32.02 Vol 6 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS 1554 Part 1 or IS 7098 Part 1, Armouring strip thickness in average +5% and resistivity 14 Ohms Kms Max as per IS 3975. 10 Sqmm, 2 Core, 9 GI Strips 4 x 0.8 mm
0.08
79232
6338.56
ESR 32.09 Vol 6 - Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS 1554 Part 1 or IS 7098 Part 1, Armouring strip thickness in average +5% and resistivity 14 Ohms Kms Max as per IS 3975. 35 Sqmm, 3.5 Core, 14 GI Strips 4 x 0.8 mm
0.18
154062
27731.16
ESR 21.05 Vol 6 - Laying of LT cable in Existing Trench GI pipe Stone Ware RCC Hume pipe using Wooden Aluminum Rollers as directed by the departmental staff. 2.5 to 25 Sqmm
0.08
20886
1670.88
ESR 21.06 Vol 6 - Laying of LT cable in Existing Trench GI pipe Stone Ware RCC Hume pipe using Wooden Aluminum Rollers as directed by the departmental staff. 35 to 95 Sqmm
0.18
31139
5605.02
CSR Page 6 1.6.1 Vol 1 - Earth work excavation for pipelines cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting stacking the selected earth for reuse in a radius of 50 m. 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 and lift upto 1.5 m including cost of labour, tools, usage other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m
80
484
38720
ESR 63.04 Vol 6 - Supplying and fixing of heavy duty Brass Cable Gland. 45 mm dia
4
197
788
Vol 6 Part III Page 44 11.7.1 - Street Light Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr@ Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit miss wiring protection. Compatible for pole mounting with outer dia of 40 mm to 50 mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 60Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB LED Efficiency 130 lm w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI any Government certified agency Design Development facility certified by ISO 9001:2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree Nichia Lumileds Osram make LED Source. LED Post Top Lantern with 25 W for gate
2
6922
13844
Vol 6 Part III Page 45 11.8.3 - Supply of 70 watts LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit miss wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50 60Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency 1301m w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI any Government certified agency Design Development facility certified by ISO 9001:2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree Nichia Lumileds Osram make LED Source. LED Streetlight 70W
6
5992
35952
Vol 6 Part III Page 55 13.1.1 - Supplying and Fixing of mm dia class A GI pipe bracket upto 2ms long bent at suitable angle and fixing to this bracket street light fitting of all capacities to GI or GI or rail or RCC pole wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires.Using 25mm dia G.I.Pipe
6
978
5868
Vol 6 Part III Page 10 4.2.7 - Fabricating, supplying and erection of 9 m Top 70 mm and Bottom 155 mm diams long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m s for .......m Pole in single section and single joint welded as per IS 9595 IS10178AWS having dimensions bottom ..... mm , top.... mm with 3 mm thick, suitable base plate and 4Nos of ..... long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM A123 and 153 etc., excluding foundation as per drawing appended.
1
19500
19500
Vol 6 Part III Page 45 11.9.2 - Supply of LED Floodlight 100W luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate clear glass material, delivering superior light output Rated life Burning Hrs 50000 hr at Lumen Maintenance of 70%, CCT 5500K, IP 66 optical and electrical compartment impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection Min 5KV along with Over voltage Overload, short circuit miss wiring protection. Compatible for pole mauling with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100 V to 270V 50 60 Hz application. Compliance to IS 10322 IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency 1301m w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL CPRI any Government certified agency Design Development facility certified by ISO 9001 2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer Cree Nichia Lumileds Osram make LED Source.
4
9486
37944
CSR page 157 13.40.1 Vol 5 - Pump Set Supply and delivery of Centrifugal pumpset at site brand new best make and with discharge duty confirming to ISI standards and its latest amendments.2 HP, Size 65x50 Head 13M, Discharge 462 LPM
1
15610
15610
CSR page 152 13.8.7 Vol 5 - Providing, Single Phase Submersible Pump Sets of 100mm dia 4 inch suitable for bore well confirming to IS 8034 2000 specifications, to work site with testing of as per instructions of engineer incharge of work and latest amendments etc. complete. 2.00 HP 1.5KW 18 STG
1
19698
19698
CSR page 156 13.32 Vol 5 - Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work.
1
6500
6500
CSR Page 154 13.22.2 Vol 5 - Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per IS 694 1990 with ISI Mark and as per its latest amendments1x3x2.5 Sqm
198
85
16830
CSR Page 155 13.23.1 Vol 5 - Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current dry run protection suitable for the pump described above 1 no Indoor type NOTE:
1 DOL Direct Online Starter Upto 3 HP pumps
2
6500
13000
CSR Page 155 13.27.1 Vol 5 - Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty C Class as per IS 1239 Part I 1990 with latest amendments with ISI Mark one end fitted with Heavy Duty collar and other end fitted with protective cover 50 mm
21
3050
64050
CSR Page 154 13.24.1 Vol 5 - Supply and delivery at site of brand new best make gate valve as per IS 778 1984 with ISI Mark and as per its latest amendments 50 mm dia.
2
1250
2500
CSR Page 154 13.25.1 Vol 5 - Supply and delivery at site of brand new best makeNon return valve as per IS 778 1984 with ISI Mark and as per its latest amendments 50 mm dia.
2
1250
2500
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