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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC VICHAR PURA ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹26.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.6 LRejected-Finance 01 NEW EKTA COLONY SARAI ARJUN PAKKA BAGH ETAWAH 206001 U P | ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹27.6 L | L2 | Rejected-Finance L2 |
Tender Value
₹32 L
EMD Value
₹3.2 L
Closing Date
25 Mar 2026, 2:00 pmClosed
EE CD PWD Etawah
EE CD PWD Etawah
Janpad Etawah me Chobiya fardpur via moonj marg ke KM 3 me sthit laghu setu ki marammat ka karya
2026_CEKNP_1127544_1
367/1A/26 Dt-12.03.2026
Open Tender
Civil Works - Bridges
60 days
Etawah
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹3.2 L
Yes
EE CD PWD Etawah
13 Apr 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|---|
Earthwork in cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre (20") in depth & earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ft) lifts and 30 m (100") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100 ft) distance as directed by the Engineer-in-charge. excluding royalty which shall be paid as applicable. As Per SOR Chap . 4 Item No. 253 | - | Cum | - | - | BI01010001010000000000000515BI0100001120 | |
Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification | - | RM | - | - | BI01010001010000000000000515BI0100001121 | |
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001122 | |
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications | - | Cum | - | - | BI01010001010000000000000515BI0100001123 | |
Cement concrete with 4 cm gauge approved stone ballast approved coarse sand cement in the proportion of 8:4:1 including supply of all material T&P etc. required for proper completion of work. S.I. No 281 | - | Cum | - | - | BI01010001010000000000000515BI0100001124 | |
First class brick work in 1:6 cement and Coarse sand mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work. S.I. No. NS | 1 | Cum | - | - | BI01010001010000000000000515BI0100001125 | |
12 mm cement plaster in 1:3 single coat on fair side of single or half brick wall for interrior plastering includign arises, interior rounded angles chamfers and of rounded angles not exceeding 80 mm in girth and finished even and smooth. S.I. No. NS | - | Sqm | - | - | BI01010001010000000000000515BI0100001126 | |
Cement concrete with 2 cm gauge approved stone ballast approved coarse sand cement in the proportion of 4:2:1 including supply of all material T&P etc. required for proper completion of work. S.I. No.279(a) | 1 | Cum | - | - | BI01010001010000000000000515BI0100001127 | |
Road Delinator
Providing and fixing of Standard Metal Delineator as per IRC 79-2019 of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non-metalic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTM D minimum 40 microns thickness. The delineator shall be painted with powder coat of pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The front and back faces of te delineator should be curved with a radius of not more than 200mm and with delta angle (or central angle of curve) lying between 20 degree and 30 degree to increase the visibility of the delineator for veghicles moving in continuous curves, The delineator shall have grooves across the length to mage the reflective sheets vandal-proof) The retor reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67-2012 & Proof of the same in form of government report shall be uploaded which quoting tender. If somehow tendor pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The delineator is meant for application on gaps in median traffic islands, dangerous bends, roundabouts, narrow bridges etc. of as desired by site engineer. As Pwer Sor Chap. No. 26 Item No. MoRTH 805(8.15) | - | Nos | - | - | BI01010001010000000000000515BI0100001128 | |
Retro-reflectorised Traffic sign as per IRC-67-2012
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. | - | Nos | - | - | BI01010001010000000000000515BI0100001129 |
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