Tender For Const /Repair Of Street Dra...
Tender Value
14.98 Lakhs
Estimated cost
Bid Submission
18 Oct 2022
0 days left
EMD
14980
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pundri → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction / Repair Of Street Drains Culvert And Providing And Fixing Of Iron Cross In Ward No 01 To 13
BOQ
| Sl. No. | Item Description |
| 1 | [10.34]Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. Through Rate |
| 2 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 Through Rate |
| 3 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. Through Rate |
| 4 | [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 |
| 5 | [14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means Through Rate |
| 6 | [17.22]Water Bound Macadam Gr I Grading-I using Screening Type-A (13.2 mm aggregates) Through Rate |
| 7 | [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 |
| 8 | [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 |
| 9 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 Through Rate |
| 10 | [2.HO074] HO074. Chair type garden bench with L-shaped sides made of reinforced concrete (M30), thickness 100 mm, overall height 1000 mm, base width 620 mm. Back and seat shall consist of 5 Nos. reinforced concrete planks 1500 mm x 100 mm x 50 mm, one plank 1500 mm x 200 Rate |
| 11 | [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 |
| 12 | [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 |
| 13 | [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 |
| 14 | [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 |
| 15 | [21.95.3]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described initem No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 3. 450 mm Through Rate |
| 16 | [26.63.3]Providing and fixing steel tree guard 3. M.S. Bar circular iron tree guard 60 cm dia, 1.8 m total height, formed of 3 Nos. of MS Round Bars 12 mm dia. 1.9 m long, wire mesh 50 x 75 mm welded to 3 no. 8 mm M.S. Bars rings, fixed in ground with 1:2:4 cement concrete, complete in all respects. Minimum weight 14.32 kg Through Rate |
| 17 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth Beyond 5km up to 10km per KM |
| 18 | [3.1.2]By Mechanical Transport including loading, unloading and stacking2. Earth 5km |
| 19 | [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 |
| 20 | [6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Through Rate |
| 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 Through Rate |
| 22 | [7.20.2]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement Mortar 1:6 (1 cement : 6 coarse sand). Through Rate |
| 23 | [9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter Through Rate |
AI Tender Summary
Tender Timeline
Oct 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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