Kurukshetra Development Board Tender
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Kurukshetra Development Board Tender
Eprocure
Opening Date18 Sep 2019
Closing Date28 Sep 2019
Tender Amount₹ 5,37,000
Costs
EMD
₹ 10,740Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HBC_105219_1Bid Award Id
ViewTender No
KDB/9/CETender Authority
Kurukshetra Development Board ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
Dismantling Concrete (d) Cement concrete plain 1:2:4 mi HSR 8.6 (d)
0.29
-
-
Dismantling brick or flagged stone slab flooring including concrete base. HSR 8.27
126.95
-
-
Cement Concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth HSR 10.28
5.14
-
-
Cement concrete with 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth HSE 10.38
8.84
-
-
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth HSR 10.41
3.18
-
-
Precast Cement concrete 1:1.5:3 with stone aggregate 20mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey. HSR 10.77+10.95a
5.52
-
-
Cement Concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respect. HSR10.81+10.95 (a)
2.64
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-
Cement Concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) batterns and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects HSR 10.86+10.95a
0.68
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-
First class brick work laid in cement sand 1:6 in foundation and plinth HSR 11.2
6.33
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-
First class brick work laid in cement sand mortar 1:6 in first story upto 4 metres above plinth level. HSR 11.7
13.7
-
-
First class brick work laid in cement sand 1:4 in first storey upto 4 metres above plinth level. HSR 11.9+11.42
1.38
-
-
11.43 cm thick brick work wall laid in cement sand mortar 1:4 in super structure HSR 11.48 a
18.2
-
-
First Class brick work laid in cement sand mortar 1:6 in first storey upto 4 m above plinth level HSR 11.7+11.41
2.59
-
-
Terracing consisting of tiles 22.86 cm × 11.43 cm × 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and another layer of mud mortar for laying the tiles, including two coasts of bitumen laid hot at 1.65 Kg. per sqm on top of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. HSR 13.13
106
-
-
Top Khurra (0.6m × 0.6m) for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16. HSR 13.50
2
-
-
Bottom Khurra on ground (1.2m × 0.6m) consisting of brick-on-edge laid in cement mortar 1:3 over 25mm cement concerete 1:8:16 including 12 mm thick cement plaster 1:3 HSR 13.57
1
-
-
Cement Concerete 1:2:4 gola 10cm×10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. HSR 13.64
65.34
-
-
Rough red sand stone (from Agra) 40 mm thick set in 12 mm thick cement coarse sand mortar. (d) in cement coarse sand mortar 1:3 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone. HSR 14.54d
116.18
-
-
Fine dressed and rubbed red stone (from Agra) 40 mm thick, set in 12 mm thick cement coarse sand mortar. (c) in cement coarse sand mortar 1:5 including pointing with cement mortar 1:2 with an admixture of pigment to match the shade of stone. HSR 14.56 (c)
17.88
-
-
12 mm thick cement plaster 1:5 HSR 15.6
87.75
-
-
15mm thick cement plaster 1:5 on the rough side of single or half brick wall. HSR 15.11
86.78
-
-
Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. HSR 16.1
13.38
-
-
Applying pink primer or aluminium priming coat o wood work incluing preparation of surface, knotting and stopping etc. HSR 16.2
30.75
-
-
Painting two coats excluding, priming shades coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR 16.3
30.75
-
-
Applying Priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. HSR 16.25
173.57
-
-
Painting two coats with ready-mixed emulsion paint in all shades for interior use on bricks, plaster, cement, fibreboard etc. HSR 16.27
86.78
-
-
Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls. HSR 16.26
86.78
-
-
Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scafolding, sunrise etc. complete (J.K./Birla make) HSR 16.81
173.57
-
-
Cost of Aluminium fittings complete for doors and windows, such as tower bolts, handles, etc. and screw s for these fittings ( excluding sliding bolt) –HSR 17.72 (a) for single leaf shutter
5.05
-
-
Providing and fixing sliding bolt with nuts and screws, etc. Complete. HSR 17.83(c) iron (i) size 300 mm × 16 mm
2
-
-
Factory manufactured solid flush door shutters, with block board core as per I.S No. 1659-1969 bonded with water proof type phenol formaldehydes 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 fittings other than specified above, but including labor for fixing the same in position)- a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. HSR 17.93 (iii) 35mm thick
5.05
-
-
Supply Hoisting and placing in position Tubular trusses including runners, purlins, consisting of steel tubes conforming to I.S. specifications of tested quality duly welded with fillet welds 6 mm thick throughout including wind bracing. Open end of pipe sealed with 3 mm thick plate including the cost of nuts and bolts where bolts connections are specified at flange joints including one coat of ready mixed red oxide zink cromate primer of approved quality assembling and fixed in position complete in all respect. HSR 18.14
6.62
-
-
Supply and fixing of rolling shutter of approved make, M.S. Laths, interlocked together through their entire length, and jointed together, at the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides, 27.5 cm long wire spring grade no. 2, and arrangement for inside and outside locking, with push and pull operation complete including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed): HSR 18.18 (b) with 80 mm × 1.25 mm M.S. Laths
7.9
-
-
Pressed steel sheet frames (Chowkats) 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, lock notch, provision for receiving tower bolts, and finished with one coat of ready mixed paint red lead non- setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete. (a) Door and window frame of size 89 mm × 50 mm with 40 mm wide single rebate. HSR 18.34(a)
7.01
-
-
Providing and fixing fan hooks 80 cm long of required shape and size. (a) 16mm dia. HSR 18.38a
4
-
-
Cold twisted deformed (ribbed/tor steel) bars for R.C.C. including bending, binding and placing in position complete. HSR 18.22
13.99
-
-
Labour for laying, jointing, fixing and testing G.I/P.V.C.?W.I. pipe lines and specials tees bends, sockets, elbows etc. in trenches in the ground, cutting, threading and testing etc. complete. (i) 100 mm internal diameter. HSR 28.19(i)
1.82
-
-
Supply of P.V.C pipe (6kg Pressure ISI 4 inch) NS
6
-
-
Carriage of stone slab NS
305
-
-
Scraping of old stones slab to make laying position NS
305
-
-
Removal of Malba that is Loading Unloading and Carriage upto 1 KM NS
8.84
-
-
Providing and Fixing 0.5 mm thick Galvalume sheet (NS)
1275
-
-
Supply of Good Earth for tile Terracing (Level to be changed ) NS
285.25
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-
Deduct cost of old tiles
2544
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-
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