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Tender Value
₹6.7 L
EMD Value
₹13,454
Closing Date
15 Jun 2026, 11:00 am
SAURABH GARG
W.S. Divn. Narwana
Laying Pipeline for filling village pond namely Kukrityanashan at Village Kakaut from RD 4200/R of Shudkan Disty. in the length of 600 Feet
2026_HRY_525640_1
2026BE399C19 207B 45B7 BAC5 309DC5409A54209IRR
Open Tender
Civil Works
90 days
KAKOT
3 documents required · 3 mandatory
₹1,000
Yes
₹13,454
Yes
1 Jun 2026
1 Jun 2026
15 Jun 2026
1 Jun 2026
15 Jun 2026
1 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1HSR Items | ||||||
| 1.01 | [11.5.2]12 mm cement plaster of mix : 2. 1:3 (1 cement: 3 fine sand) [Through Rate] | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | [21.95.1]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: 1. 350 mm [Through Rate] | 0.4 | Metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | [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] | 0.8 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | [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. [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | [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] | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | [6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | [6.35.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate] | - | Kg. | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | [6.39.1]Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | [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] | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
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