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Annual Maintenance Of Water Supply And Sewerage Scheme In Residential Area No Iii M T Ellenabad Construction Of One No Pump Chamber At Disposal In Residential Area Iii In M T Ellenabad And All Other Works Contingent Thereto Including Three Years Mtc, Sirsa-Haryana

Haryana Urban Development Authority-HUDA has published Annual Maintenance Of Water Supply And Sewerage Scheme In Residential Area No Iii M T Ellenabad Construction Of One No Pump Chamber At Disposal In Residential Area Iii In M T Ellenabad And All Other Works Contingent Thereto Including Three Years Mtc. Submission Date for this Tender is 25-02-2020. Pump Supply Tenders in Sirsa Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

23713414
Annual Maintenance Of Water Supply And Sewerage Scheme In Residential Area No Iii M T Ellenabad Construction Of One No Pump Chamber At Disposal In Residential Area Iii In M T Ellenabad And All Other Works Contingent Thereto Including Three Years Mtc
Open Tender
Indian
Haryana
Sirsa
25-02-2020

Tender Details

Annual Maintenance Of Water Supply And Sewerage Scheme In Residential Area No Iii M T Ellenabad Construction Of One No Pump Chamber At Disposal In Residential Area Iii In M T Ellenabad And All Other Works Contingent Thereto Including Three Years Mtc

Key Value

Document Fees
INR 250 /-
EMD
INR 3160.0 /-
Tender Value
INR 1.58 Lakhs /-

BOQ Items

Name of Work ¬Annual maintenance of water supply and sewerage scheme in Residential Area No. III, M.T. Ellenabad. “Construction of One No. pump chamber at disposal in Residential Area-III in M.T. Ellenabad and all other works contingent thereto”. (Including three years mtc. & defect liability period free of cost). A/C Rs. 1.58 Lacs
Sl. No. Item Description Item Code / Make Quantity Units
1 1 6.6 Earth work in excavation in foundations, trenches etc. in all kind of soils not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm layers with compaction including disposal of all surplus soil as directed within a lead of 30 mtr. BI01010001010000000000000515BI0100001112 14 100 Cum
2 2 10.28 Cement concrete 1:8:16 with stone agg. 40mm nominal size in foundation and plinth. BI01010001010000000000000515BI0100001113 2 Cum
3 3 11.22 First class brick work laid in cement stone dust (from crusher) mortar 1:6 in foundation and plinth. 55 8 P. Cum
4 4 10.114 Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate 20mm nominal size with 2 coats of Bitumen 20/30 penetration of 1.65 Kg per sqm laid hot and sanded. BI01010001010000000000000515BI0100001115 3.5 Per Sqm
5 5 11.27 First class brick work laid in cement stone dust (form Crusher) mortar 1:6 in first storey upto 4 meters above plinth level. BI01010001010000000000000515BI0100001116 10.5 P. Cum
6 6 10.68 Providing & laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-In-Charge in foundation and plinth.\nNote: Cement Content Considered in This Item is (350 kg/Cum)\n BI01010001010000000000000515BI0100001117 3.5 Cum
7 7 9.1 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal. BI01010001010000000000000515BI0100001118 18 Per Sqm
8 8 10.41 Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. BI01010001010000000000000515BI0100001119 0.5 P. Cum
9 9 13.13 Terracing consisting of tiles 22.86cm x 11.43cm x 3.81cm, laid over 87.50 mm mud filling on layer of 25mm mud plaster and another layer of mud mortar for laying the tiles, including 2 coats of bitumen laid hot at 1.65 kg Per Sqm on top of RCC slab, including grouting with cement sand mortar 1:3 and top surface to be left clean. BI01010001010000000000000515BI0100001120 14 P. Sqm
10 10 13.89 Providing and fixing PVC Rain water pipe 6 KG pressure ISI mark in cement mortar during Masonry work.\n(a) 100mm dia PVC Pipe 6 Kg pressure\n BI01010001010000000000000515BI0100001121 4 P. Mtr
11 11 13.50 Top khurra 0.6 m x 0.6 m for rain water pipe in25 mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. BI01010001010000000000000515BI0100001122 1 Each
12 12 13.57 Bottom khurra on ground 1:2 m X 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8:16 including 12 mm thick cement plaster 1:3. BI01010001010000000000000515BI0100001123 1 Each
13 13 13.64 Cement concrete 1:2:4 gola 10cm x 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. BI01010001010000000000000515BI0100001124 16 P. Mtr
14 14 14.1 Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. BI01010001010000000000000515BI0100001125 15 P. Sqm
15 15 14.3 Floating coat of 1.5mm thick neat cement laid in one operation to the topping. BI01010001010000000000000515BI0100001126 15 Per Sqm
16 16 14.10 Conglomerate floor 50mm thick cement concrete topping 1:2:4. BI01010001010000000000000515BI0100001127 15 Per Sqm
17 17 14.20 Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. 1 20 P. Sqm
18 18 14.79 Prov. & fixing glass strips 4mm thick in floors.\n(a) 40mm wide.\n BI01010001010000000000000515BI0100001129 12 P. Mtr
19 19 15.11 15mm thick cement plaster 1:5 on the rough side of single or half brick wall. BI01010001010000000000000515BI0100001130 45 P. Sqm
20 20 15.52 10mm thick cement plaster 1:4 BI01010001010000000000000515BI0100001131 14 P. Sqm
21 21 15.61 Cement pointing 1:3 deep variety on brick and tile work BI01010001010000000000000515BI0100001132 61 Per Sqm.
22 22 16.2 Applying pink primer or aluminium priming coat on wood work including preparation of surface knotting & stopping etc. BI01010001010000000000000515BI0100001133 5 Per Sqm.
23 23 16.3 Painting two coats excluding priming coat with synthetic enamel paint with in all shades on new wood work or metallic or plastered or concrete Surface to give an even shade. BI01010001010000000000000515BI0100001134 5 Per Sqm.
24 24 16.9 Applying priming coat with metal primer on new steel or iron work including preparation of surface. BI01010001010000000000000515BI0100001135 5 Per Sqm.
25 25 16.17 Painting two coats excluding priming coat with ready mixed paint for metalled surface in all shades on new steel or iron work. BI01010001010000000000000515BI0100001136 5 Per Sqm.
26 26 16.54 Distempering with dry distemper (of approved manufacture) two coats over one priming coat on new work. BI01010001010000000000000515BI0100001137 59 Per Sqm.
27 27 16.61 Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade.\n BI01010001010000000000000515BI0100001138 61 Per Sqm.
28 28 17.79 Providing and fixing helical door spring 150mm (superior quality) including necessary screws complete \n(a) Brass\n BI01010001010000000000000515BI0100001139 1 Each
29 29 17.93 Factory manufactured solid flush door shutter with block board core as per I.S. No 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot pressed, conforming to I.S. 2202 Part-I and II, fixed in position including iron hinges, screws, chocks/cleats and stops etc. (excluding the cost of any fitting other than specified above but including labour for fixing the same in position (I.S.I)\na. Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges\n (iii) 35mm thick\n BI01010001010000000000000515BI0100001140 1.5 P. Sqm
30 30 17.92 (i) Factory manufactured wire gauge door and window shutters of commercial hard wood such as hillock, champ, chikarassy and chaplash etc. (Non coniferous timber other teak confirming to I.S. specification No. 1003 kiln season) with 100mm wide vertical styles, 150mm wide lock rail 200mm wide bottom rail, and wire gauge of 140 G or 120 G designation including cost of iron hinges, screw, chock, cleats stops nails etc., complete fixed in position (excluding the cost of any fitting, other than specified above but including labour for fixing the same in position.\n 30mm thick (Styles and rails of Windows shutter shall be 75 mm wide)\n(i) 30 mm thick\n BI01010001010000000000000515BI0100001141 1.5 P. Sqm
31 31 18.22 Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of \nRCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights / depths /storeys / basements etc. \nNote: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.\n BI01010001010000000000000515BI0100001142 3.5 Per Qtl
32 32 18.12 Wrought iron and mild steel (using angles, flats, square bars, tee and channels ladders, grills, gritting frames, window guards, iron doors open-able or fixed stair case or parapet or any other type of railing gates and tree guards etc. including cost of crews and welding road bolts and nuts complete fixed in position. BI01010001010000000000000515BI0100001143 0.5 P. Qtl
33 33 18.34 Pressed steel sheet framed (chowkhats), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts and finished with one coat of ready mixed paint red lead non-setting primer, of approved quality, fixed in potision including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete.\nb) Door and window frame of size 76 mm x 38 mm with 35 mm wide single rebate.\n BI01010001010000000000000515BI0100001144 17 P.Mtr
34 34 d) Door and window frame of size 114 mm x 50 mm with 35 mm wide double rebate. BI01010001010000000000000515BI0100001145 7 P.Mtr
35 35 18.30 (b) Supplying and fixing glass panes including special metal sash putty of approved make glass panes 4 mm thick, exceeding 40 sq dm areas. BI01010001010000000000000515BI0100001146 4 P. Sqm
36 36 18.38 Providing and fixing fan hooks 80cm long of required shape & size.\n(a) 16mm dia\n BI01010001010000000000000515BI0100001147 2 Each
37 37 31.36 Wiring in 1.5 Sqmm. PVC insulated copper conductor cable in 1.6 mm thick conduit pipe.\ni) Fan Point\nb) Medium Point\n BI01010001010000000000000515BI0100001148 1 Each
38 38 ii) Light point\na) Short point\n BI01010001010000000000000515BI0100001149 1 Each
39 39 b) Medium Point BI01010001010000000000000515BI0100001150 1 Each
40 40 vii) 3 pin 5amp plug point including earthing the 3rd pin etc. \na) Short point\n BI01010001010000000000000515BI0100001151 1 Each
41 41 viii) 3-Pin 15amp. Plug point with 4 sqmm PVC insulted copper conductor cable including earthing the 3rd pin etc.\na) Short Point\n BI01010001010000000000000515BI0100001152 1 Each
42 42 31.12 Main switches\n(a) Supply and erection of metal clad switches/BDBS with rag bolts on wall or on existing angle iron board/pedestal including bonding to earth and necessary connections.\ni) Double pole switch 16 amp 240 volts. (Category B)\n BI01010001010000000000000515BI0100001153 1 Each
43 43 31.17 Supply and erection of miniature circuit breaker/ isolator 240/415V in the existing distribution board including making necessary connection. \na) Miniature circuit breaker of 9KV breaking capacity\nii) 6 amp to 32 amp single pole (Single pole)\n BI01010001010000000000000515BI0100001154 1 Each
44 44 6.13 (a) Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layer including ramming, watering and consolidating lead upto 30 metres. BI01010001010000000000000515BI0100001155 7 Per 100 Cum
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