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Tender ID
Tender Value
₹59.7 L
EMD Value
₹1.2 L
Closing Date
18 Feb 2026, 9:00 amClosed
DHARAM PAL
MICAD Division Hisar
Estimate for Remodeling/Rehabilitation for lining of W/C At Outlet RD 112600/L Dhamtan Disty
2026_HBC_499438_1
2025B7F493DA D29D 46F7 8B6F 4C40F7A381C9442CAD
Open Tender
Civil Works
Works
270 days
DHAMTAN SAHIB
Remodeling/Rehabilitation for lining of W/C At Outlet RD 112600/L Dhamtan Disty
4 documents required · 4 mandatory
₹5,000
₹1.2 L
Yes
10 Feb 2026
30 Jan 2026
18 Feb 2026
30 Jan 2026
18 Feb 2026
30 Jan 2026
Supply carriage and laying of 100 micron polythene under bed lining watercourse
Credit of old bricks and bats
Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications (24` x 24`)
Supply, carriage and fixing of R.C.C lids Dia 18`
Percentage BoQ
BoQ_Ver3.0
Remodeling/Rehabilitation for Lining of Watercourse at outlet RD 112600/L Dhamtan Disty.
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Civil Work
HSR Item 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 Engineerin-charge. 1. All kinds of soil HSR Rate(Rs.) 78.00 Through Rate
HSR Item 4.33-Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. HSR Rate(Rs.) 73.00 Through Rate
HSR Item 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) HSR Rate(Rs.) 2442.00 Through Rate
HSR Item 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) HSR Rate(Rs.) 1149.00 Through Rate
HSR Item 5.7.4-Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar HSR Rate(Rs.) 585.00 Through Rate
HSR Item 7.21.1-Brick work with common burnt clay nonmodular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) HSR Rate(Rs.) 3693.00 Through Rate
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) HSR Rate (Rs.) 82.00 Through Rate
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means HSR Rate (Rs.) 4.00 Through Rate
[7.65]Extra for specially moulded brick work in circular work such as wells, shafts, circular sumps, pumps chambers, etc. in which specially moulded or cut-bricks have to be used: but for which no centring or supports are required up to 4.5 metres internal diameter. HSR Rate (Rs.) 131.00 Through Rate
[21.95.5]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 in item 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: 5. 600 mm HSR Rate (Rs.) 2258.00 Through Rate
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