Directorate Of Urban Local Bodies Tender
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Costs
EMD
₹ 56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HRY_95620_1Bid Award Id
ViewTender No
Job No.1671/XEN/MCSTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
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Providing & fixing PVC Bend ISI mark (HSR 13.90)b
8
1587
198.48
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Cement Concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth hsr 10.32
44.8
85809
1915.38
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First class brick laid in cement sand mortar 1:5 in foundation and plinth. Hsr 11.4
35.65
101716
2853.2
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First class brickwork laid in cement sand mortar 1:4 in first storey upto 4 meters above plinth level. Hsr 11.9
77.24
240927
3119.2
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P&L avg.6mm P.O.P hsr 13.94
159.87
14388
90
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Providing & fixing PVC Rain Water pipe 6kg. Pressure of ISI mark in cement morter during masonary work. 150mm dia hsr 13.89b
24
9695
403.98
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3-pin 5 amp.Plus point including earthing the 3rd pin etc. (Medium point) HSR 31.37
4
1988
497.2
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P & L Birla Putty (HSR 16.81)
242.73
9092
37.46
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Providing & Fixing Rectified Tiles 600 x 600 mm of approved make in skirting/dado laid in any pattern as specified over base of 12 mm thick cement coarse sand morter 1.3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Brand like RAK, NITCO, KAJARIA etc. (Double charged as approved by Engineer in charge. hsr 14.90
43.8
34379
784.91
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Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres 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 metres hsr 6.6
174.28
10137
58.17
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Cement Concrete 1:2:4 with ston aggregate 20 mm nominal size for reinforced concrete work in footings, strips , foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects.(For work upto 1.5 metres below ground level. hsr 10.90 +10.95a
27.59
117450
4257
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Cement concrete 1:2:4 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64)
51.1
929
18.19
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Wiring in 1.5 Sqmm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe. HSR 31.37 Fain Point (Medium point) HSR 31.37
6
3940
656.7
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Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. (HSR 16.57)
242.73
5046
20.79
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Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles.hsr 13.13
214.8
79616
370.65
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earth work filling with in lead 8 km hsr 4.1a + 5.2b
49.41
8219
166.37
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15mm thick cement plaster 1:4 hsr 15.10
242.73
22791
93.9
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Light Point (Medium point) HSR 31.37
12
5530
460.9
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3-pin 15 amp.Plug point with 4 sqmm PVC insualed cpooer including earthing the 3rd pin etc. (Medium point)
2
1438
719.4
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Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)
159.87
29535
184.75
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Kotah stone flooring 34 mm to 40 mm thick in any pattern as specified over 12 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62)
80.1
56613
706.83
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Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. Hsr 18.22
167.21
920039
5502.3
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providing and fixing 1st quality Glazed wall tile. Confirming to I.S15622( thickness to be specified by the manu-facture) of approved make in all colour ,shad and any size as approved by Engineer in charge in skirting 12mm thick bed of Cement mortar1:3 coarse and joint with grey cement slurry ,including pointing in white cement mixed with pigment of matching shades(300*450mm) hsr 14.92b
76.65
49680
648.15
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Cement concrete 1:1.5:3 with ston aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects hsr 10.82 + 10.95a
32.22
192237
5966.4
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