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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.4 LAccepted-AOC | ₹24.4 L | L1 | Accepted-AOC r |
| 2 | L2₹24.7 LRejected-Finance GONDA | UTTAR PRADESH | 271305 | ₹24.7 L | L2 | Rejected-Finance R |
| 3 | L3₹25.1 LRejected-Finance NA | ₹25.1 L | L3 | Rejected-Finance R |
| 4 | L4₹26.2 LRejected-Finance | ₹26.2 L | L4 | Rejected-Finance R |
| 5 | L5₹26.7 LRejected-Finance | ₹26.7 L | L5 | Rejected-Finance R |
Tender Value
₹30.5 L
EMD Value
₹3.0 L
Closing Date
30 Mar 2026, 12:00 pmClosed
O/F EXECUTIVE ENGINEER PROVINCIAL DIV. PWD BASTI
O/F EXECUTIVE ENGINEER PROVINCIAL DIV. PWD BASTI
JANPAD BASTI ME GONHA SAUDEEH ROAD PAR SHTIT NALE PAR 3X2X2 METER SPAN KE LAGHU SETU KA NIRMAN KARYA
2026_CEUBZ_1128353_1
1681/A-2 DATED-18-03-2026
Open Tender
Civil Works - Bridges
90 days
BASTI
AS PER MBD
2 documents required · 2 mandatory
₹944
Yes
₹3.0 L
O/F EXECUTIVE ENGINEER PROVINCIAL DIV. PWD BASTI
16 May 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
30 Mar 2026
24 Mar 2026
24 Mar 2026 - 30 Mar 2026
27 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 |
|---|---|---|---|---|---|
CULVERT WORK Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3.as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | cum | - | - | |
GSB Filling in foundation trenches as per drawing & Technical Specification Clause 305.3.9 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | cum | - | - | |
Plain Cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compected by vibration including curing for 14 days. As per MORD specification 800. in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | cum | - | - | |
Providing and laying reinforced cement concrete M 30 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | cum | - | - | |
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010, 1202 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | Mt | - | - | |
Providing Weep holes in brick masonary / Plain / reinforced concrete abutment wing wall/ return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of IV:20H towards drawing foce complete as per drawing and technical specification As per MORT&H specification 2706 & 2200 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | Mtr. | - | - | |
Drainage spouts as per drawing & technical specification as per MORT&H specification 2705 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | No. | - | - | |
Filling of boulders in between Cut off wall and Raft 600 mm thick comprising of loose boulders weighing not less than 40 kg beyond curtain wall. in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | cum | - | - | |
DIVERSION Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | cum | - | - | |
Laying reinforced cement concrete pipe 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete and masonary works in head walls and parapets. in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.) | - | Rm | - | - |
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