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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | L1 | Accepted-Finance All documents uploaded. | |
| 2 | L2₹2.3 L+₹11,292.63 (5.28%)Accepted-Finance | L2 | Accepted-Finance All documents uploaded. | |
| 3 | L3₹2.3 L+₹13,823.19 (6.46%)Accepted-Finance | L3 | Accepted-Finance All documents uploaded. | |
| 4 | L4₹2.5 L+₹39,160.45 (18.3%)Accepted-Finance | L4 | Accepted-Finance All documents uploaded. | |
| 5 | L5₹2.8 L+₹67,597.64 (31.6%)Accepted-Finance | L5 | Accepted-Finance All documents uploaded. |
Tender Value
₹3.2 L
EMD Value
₹6,326
Closing Date
17 Apr 2026, 2:00 pmClosed
EXECUTIVE ENGINEER PHE CIVIL DIVISION AWANTIPORA
EXECUTIVE ENGINEER PHE CIVIL DIVISION AWANTIPORA
Providing drinking water supply facilities to Pilgrims /security personel and Providing and placing on terrace (at all floor levels) polyethylene water storage tank
2026_PHE_307660_1
NIT02/PHA of 2026-27
Open Tender
Civil Works - Water Works
Percentage
7 days
EXECUTIVE ENGINEER PHE CIVIL DIVISION AWANTIPORA
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
EXECUTIVE ENGINEER PHE CIVIL DIVISION AWANTIPORA
₹6,326
27 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 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 |
|---|---|---|---|---|---|
| - | PART -A
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge). | - | Cum | - | - |
| - | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : | 16.8 | Cum | - | - |
| - | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes and Earth work. 20mm dia | - | Mtr | - | - |
| - | 25mm dia . | - | Mtr | - | - |
| - | 40mm dia | - | Mtr | - | - |
| - | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore | - | Mtr | - | - |
| - | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting andthreading the pipe etc. complete. 25 to 40 mm nominal bore | - | No. | - | - |
| - | 50 to 80 mm nominal bore | - | No. | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | cum | - | - |
| - | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore. | - | Mtr | - | - |
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