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| 1 | PUNJAB WATER RESOURCES DEPARTMENT Madhopur Division UBDC Gurdaspur NAME OF WORK: ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF BHATTIWAL MINOR FROM RD 27927 TO 31338 Name of Firm Sr.No Description Unit QUANTITY Rate (in figures) Rate (in Words) |
| 2 | LDPE film of 150 micron over sleepers for construction and expansion joints |
| 3 | Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land. |
| 4 | Earth work in excavation in foundations trenchesetc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 5 | Dag-belling Single Kassi stroke minimum 7.5 cm depth. |
| 6 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 7 | Extra bitumen painting at 0.69 Kg. per Sqm. |
| 8 | Dressing bed and preparation of sub grade for lining. |
| 9 | Dressing side slopes and preparation of sub grade for lining. |
| 10 | Dressing of earth work New work or remodeling work |
| 11 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 12 | Filling construction joints with special impervious hot pour as per design and speifications |
| 13 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth |
| 14 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads excluding royalty as per drawing design specifications and instructions of engineer in charge |
| 15 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION |
| 16 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 17 | Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 18 | Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 19 | Compaction Extra for rolling to specifications. |
| 20 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge upto 1.5 cum/s |
| 21 | Construction of Distance Stones at Various RD's |
| 22 | Any Other Compatibility Report for Harpur.xls Run on 28-03-2025 12:10 The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format. Minor loss of fidelity # of occurrences Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned. 2.0 'boq 1'!B21 'boq 1'!C22 |
