Tender For Repair And Maintenance Works Of Drains And Pulia In Mc Kundli
Tender Value
22.33 Lakhs
Estimated cost
Bid Submission
20 Jul 2023
0 days left
EMD
25000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kundli → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repair And Maintenance Works Of Drains And Pulia In Mc Kundli
BOQ
| Sl. No. | Item Description |
| 1 | [10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 |
| 2 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) |
| 3 | [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam - II with Screening Type A / Type BProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 4 | [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. |
| 5 | [20.90.2]Drilling of 250mm dia of bore through bokky type instrument complete in all respect including charges for shifting of infrastructures as per IS Code 12818: 1992 2. 51 to 75m BGL |
| 6 | [20.91]Providing and Lowering 225 mm outer dia UPVC pipe threaded(10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge |
| 7 | [20.92]Providing and lowering 225mm outer dia UPVC filter Jali (10 Kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge |
| 8 | [20.93]Providing and fixing 250 mm M.S. clamp as for suitable pipe with nut and bolt complete in all respect as per directions of Engineer-in-charge |
| 9 | [20.94]Providing and fixing UPVC cap for 225mm outer dia UPVC pipe (10kg/cm2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge |
| 10 | [20.95]Development of tube well with pump of suitable rating to that full satisfaction and as directed by the Engineer-in-charge |
| 11 | [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 |
| 12 | [21.55]Constructing standard drain type II drain complete consisting of concrete drain moulded and laid concrete foundation, rendered and smooth with 6mm thick rendering concrete to be of I :3:6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar |
| 13 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth |
| 14 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth |
| 15 | [3.1.3]By Mechanical Transport including loading, unloading and stacking3. Manure or sludge |
| 16 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. |
| 17 | [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) |
| 18 | [6.1.6]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. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 19 | [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) |
| 20 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform |
| 21 | [6.33.3]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 3. Cold twisted bars |
| 22 | [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) |
AI Tender Summary
Tender Timeline
Jul 18, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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