Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DULB Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date22 Nov 2024
Closing Soon29 Nov 2024
Tender Amount₹ 15,22,170
Costs
EMD
₹ 30,440Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Construction Of Covered Drain From H/o Veena To Masjid, H/o Inderjeet Bhatia To Rishi Pal Dhiman, Sagar Garments To Jamil, Haji Advocate To Shop Of Jakir Hussain, Kurban To Shop Of Haji Advocate (recall)
Description
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Contact
Tender Id
2024_HRY_412940_1Tender No
2024223A4C98 11E9 4405 A249 9FEC24ABAF42288ULBTender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://https://ulbharyana.gov.in/
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Documents
BOQ Items
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
452.17
83
37530.11
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
288
655
188640
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
373.5
26
9711
[20.62.1]Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 1. 200 mm i/d [Through Rate]
800
285
228000
[21.2.2]Dismantling existing drains of different sizes cunnettes, section only including recovery of all useable materials, stacking the same near site of dismantled works and disposal of all rubbish off site of works. 2. Type I Drain [Through Rate]
36
327
11772
[21.2.3]Dismantling existing drains of different sizes cunnettes, section only including recovery of all useable materials, stacking the same near site of dismantled works and disposal of all rubbish off site of works. 3. Type II Drain [Through Rate]
22
664
14608
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
110
160
17600
[21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. [Through Rate]
70
363
25410
[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]
77.82
66
5136.12
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km]
151.43
83
12568.69
[3.1.9]By Mechanical Transport including loading, unloading and stacking 9. Brick Tiles [4km]
5.98
3497
-20916.01
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
151.43
78
11811.54
[4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate]
800
64
51200
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [Through Rate]
57.13
1149
65644.66
[5.6]Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : [Through Rate]
5.76
265
1530.84
[6.1.1]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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
100.44
3975
399253.02
[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) [Through Rate]
7.69
4371
33618.53
[6.33.6]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. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
570.03
66
37621.98
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
41.32
4127
170560.7
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