Tender For Estimate For Rehabilitation, Renovation And Modernization Of Fatehnangal Distributary From Rd 0 To 21160
Tender Value
3.54 Crore
Estimated cost
Bid Submission
02 Sep 2026
9 days left
EMD
7.09 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gurdaspur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Rehabilitation, Renovation And Modernization Of Fatehnangal Distributary From Rd 0 To 21160
BOQ
| Sl. No. | Item Description |
| 1 | PUNJAB WATER RESOURCES DEPARTMENT Madhopur Division UBDC Gurdaspur NAME OF WORK: ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF FATEHNANGAL DISTRIBUTARY FROM RD 0 TO 21160 Name of Firm Sr.No Description Unit QUANTITY Rate (in figures) Rate (in Words) |
| 2 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to theembankment locations with all lifts and leads excluding royalty as per drawing design specifications and instructions of engineer in charge |
| 3 | Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 4 | Compaction Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 5 | Compaction Extra for rolling to specifications |
| 6 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth |
| 7 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing depth exceeding 1.5 ms but upto 3.0ms. |
| 8 | Dressing side slopes and preparation of sub grade for lining. |
| 9 | Cement concrete lining 10cm. thick or less with mechanical Paver 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 Computerized Batching & Mixing plant mixed concretelining on bed and on slide slopes upto vertical height 2.0m. |
| 10 | Cement concrete lining 75mm. thick or less laid manually for irrigationchannels, 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 averagelead of 1 Km(FOR TRAPEZOIDAL SECTION +cup section lining+ sleeper+ toe wall+ coping) |
| 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 | Dag-belling Single Kassi stroke minimum 7.5 cm depth. |
| 13 | LDPE film of 150 micron over sleepers for construction andexpansion joints |
| 14 | Extra bitumen painting at 0.69 Kg. per Sqm. |
| 15 | Filling contraction/construction joints with special impervious hotpour as per design and specifications |
| 16 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 17 | 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. |
| 18 | Earth work in excavation in foundations trenches etc. 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 andsubsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 19 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road Discharge exceeding 1.5 cum/s but upto 4.5 cum/s |
| 20 | Dressing of earth work New work or Remodelling Work |
| 21 | Dismantling brick work tile, masonry or tile lining In cement |
| 22 | Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) with 'H' upto 0.5m |
| 23 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e., concrete R.C. slab and cement masonary.with 'H' upto 0.5m |
| 24 | Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outletswith 'H' upto 0.5m |
| 25 | Providing APM cast iron Block complete in all respects including suplly of pig iron, casting and pattern making, as per ISI Specifications No.7986-1976 (for B= 0.4') |
| 26 | Adjusting A.P.M. to the correct 'Y' and fixing in position |
| 27 | Cement concrete 1:4:8 with brick ballast, hand mixed including supply, carriage, loading and unloading of all material at site complete in allrespect |
| 28 | First class burnt work laid in cement sand mortar 1:4 in Foundation and plinth, including supply, carriage, loading, unloading of all materials at site complete in all respect |
| 29 | Extra labour for dressing bricks on O.F. and APM outlets with ‘H’ upto 0.5 m |
| 30 | Reinforced cement concrete M-20 Mechanically batch mixed using batch type concrete mixer as per I.S.1791 and vibrated by needle vibrated but excluding steel reinforcement centering & shuttering in foundation and plinth, complete in all respect |
| 31 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works where not including in the complete rate of RCC including bending and binding placing in position complete. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 32 | Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) with 'H' upto 0.5m |
| 33 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e., concrete R.C. slab and cement masonary.with 'H' upto 0.5m |
| 34 | Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outletswith 'H' upto 0.5m |
| 35 | Providing APM cast iron Block complete in all respects including suplly of pig iron, casting and pattern making, as per ISI Specifications No.7986-1976 (for B= 0.4') |
| 36 | Adjusting A.P.M. to the correct 'Y' and fixing in position |
| 37 | Cement concrete 1:4:8 with brick ballast, hand mixed including supply, carriage, loading and unloading of all material at site complete in all respect |
| 38 | First class burnt work laid in cement sand mortar 1:4 in Foundation and plinth, including supply, carriage, loading, unloading of all materials at site complete in all respect |
| 39 | Extra labour for dressing bricks on O.F. and APM outlets with ‘H’ upto 0.5 m |
| 40 | Reinforced cement concrete M-20 Mechanically batch mixed using batch type concrete mixer as per I.S.1791 and vibrated by needle vibrated but excluding steel reinforcement centering & shuttering in foundation and plinth, complete in all respect |
| 41 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. |
| 42 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation andsubsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 43 | Cement concrete 1:3:6 with stone ballast or shingle mixing by manual means |
| 44 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needlevibrator but excluding steel reinforcement centring andshuttering in foundation and plinth. |
| 45 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in thecomplete rate of RCC including bending and binding placing in position complete |
| 46 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 47 | Painting new letters and figures of black synthetic enamel paint to an even shade |
| 48 | 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 |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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