Haryana Urban Development Authority Tender
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Costs
EMD
₹ 2,900Document Cost
₹ 250Tender Fee
₹ 1,180
Summary
Annual Maintenance Of Main Water Works Bhiwani
Description
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Contact
Tender Id
2022_HBC_229696_1Bid Award Id
ViewTender No
Job No. 107Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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BOQ Items
7.21 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
7.21.2 Cement mortar 1:6 (1 cement : 6 coarse sand)
2
-
3955
6.13 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, leveling & dressing & finishing the top smooth
0.5
-
343
11.12 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
11.12.1 1:3 (1 cement: 3 fine sand)
9
-
162
N.S. Item Providing and fixing of M.S. Steel Gate duly painted including all accessories required for the said job. The rates including the cost of material, labor, GST, carriage, loading unloading and other charges as per satisfaction of Engineer-in-Charge.
1
-
27000
11.59 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
241
-
79
11.65 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms / litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification
11.65.1 Two or more coats on new work
357
-
35
30.16 Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
30.16.2 With cement mortar 1:4 (1cement: 4 coarse sand)
47
-
198
14.2 Dressing side slopes and preparation of sub grade for lining by mechanical/ manual means
35
-
8
14.31 Single layer brick lining for irrigation channels for discharge up to 150 cusecs consisting of:
(i) 10 mm thick cement plaster 1:6 on sub grade. (ii) 10 mm thick cement plaster 1:3 over first plaster
(iii) First layer of 68.3 mm thick brick layer (22.86x11.11 mm) laid in 1:3 mortar over 6 mm thick cement 1:3 the above cost (total thickness of lining as 9.43 cm)
14.31.1 In bed
31
-
415
14.31.2 On Side Slopes
35
-
434
6.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level.
6.1.3 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size)
4
-
3836
6.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing:
6.2.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
2
-
4459
6.33 Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note; 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 of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
155
-
68
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