Tender For Estimate For Construction Of Rain Water Harvesting Structures Under Madhopur Canal & Ground Water Division, Gurdaspur
Tender Value
71175
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
1424
Bank guarantee accepted
Document Fee
500
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 Construction Of Rain Water Harvesting Structures Under Madhopur Canal & Ground Water Division, Gurdaspur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Jul-2026 | date extends corrigendum04 | Date | 24-Jul-2026 |
| 2 | 24-Jul-2026 | date extendd corrigendum | Date | 27-Jul-2026 |
| 3 | 27-Jul-2026 | date extend1 corrigendum | Date | 29-Jul-2026 |
| 4 | 29-Jul-2026 | date extend3 corrigendum | Date | 30-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | PUNJAB WATER RESOURCES DEPARTMENT Madhopur Division UBDC Gurdaspur NAME OF WORK: Estimate for construction of rain water harvesting structures under Madhopur Canal & Ground water division, Gurdaspur Name of Firm Sr.No Description Unit QUANTITY Rate (in figures) Rate (in Words) |
| 2 | EARTH WORK Excavation in Soil (any type) using HydraulicExcavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordancewith requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. |
| 3 | Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc |
| 4 | CONCRETE Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 5 | Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type |
| 6 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 7 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 8 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes single socketed (working (I) U-PVC pipes (working pressure 4 kgf. / sqcm) pipe 110 mm dia. |
| 9 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointin (a) UPVC 110 mm bend |
| 10 | 12.5 mm thick cement plaster 1:4 |
| 11 | 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 |
| 12 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. ((a)) Earth work upto 1.5 m. Depth for (i) All classes of soil except 5.47 93.78 Cum 512.98 rocky |
| 13 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along theTrenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.(xxviii) 160mm o/d PVC pipe of 2.5 Kgf. / sqcm |
| 14 | Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- ((b)) Second Layer :Coarse sand screened, cleaned and washed and graded from 3mm to 6mm(from Pathankot or approved equivalent quarry). |
| 15 | Third Layer : Bajri screened, cleaned and washed and graded from 6mm to 25mm (from Pathankot or approved equivalent quarry). |
| 16 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 17 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. ((b)) 150mm internal diameter |
| 18 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments,tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. All types of soil. (( c)) 400 mm dia. |
| 19 | Supplying, assembling, lowering and fixing in vertical position in borewell,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labourcharges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – in-charge. ((b)) 150 mm nominal size dia |
| 20 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. ((b)) 150 mm nominal size dia |
| 21 | Suppluing and laying of PVC jali pipe 4\\" dia having spirally perforated holes |
| 22 | T joint of PVC 6\\" dia |
| 23 | Supply and placing of steel wire mesh size 2mm and 6mm |
| 24 | 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
Jul 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 27, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 29, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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