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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.3 LAdmitted-Finance | -0.05% | ₹17.3 L | L1 | Admitted-Finance |
| 2 | L2₹17.3 LAdmitted-Finance 0 MELROSE BYPASS NETAJI COLONY ALIGARH ALIGARH UTTAR PRADESH 202001 | ALIGARH | UTTAR PRADESH | 202001 | -0.03% | ₹17.3 L | L2 | Admitted-Finance |
| 3 | L3₹17.3 LAdmitted-Finance | -0.02% | ₹17.3 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹17.3 L
EMD Value
₹34,688
Closing Date
2 May 2026, 5:00 pmClosed
Executive officer
Nagar Panchayat Maharajganj Raebareli
Construction work of CC road and covered drain from Hanuman temple to Om Prakashs house via Ramlals house in Ward No. 01 Mohalla Azad Nagar Poore Rani under Nagar Panchayat Maharajganj.
2026_DOLBU_1135119_1
09/NPM/CMNSY/Date- 09-04-2026
Open Tender
Civil Works
30 days
Nagar Panchayat Maharajganj Raebareli
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,750
Executive officer
₹34,688
29 May 2026
9 Apr 2026
4 May 2026
9 Apr 2026
2 May 2026
9 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 | Item Code |
|---|---|---|---|---|---|---|
| 1सी0सी0रोड व कवर्ड नाली | ||||||
| 1.01 | Earthwork in excavation by mechanical
means (Hydraulic excavator) /manual
means in foundation trenches or drains
(not exceeding1.5minwidthor10sqm
onplan), including dressing of sidesand
ramming of bottoms, lift upto 1.5 m,
including getting out the excavated soil
and disposal of surplus excavated soil as
directed,within aleadof50m. (UPPWD
SOR sl. no. 2.8.1) | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Earth work in filling of ordinary soil
(including royalty) by mechanical
transport up to alead of 5km also including
ramming and watering of the earth in
layers not exceeding 20 cmin trenches,
plinth,side soffoundationetc.completeas
per analysis of rates | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Providing and laying cement concrete1:6
:12(1cement: 6C.sand:8gradedbrick
aggregate40mmnominal size.) including
supplyofallmaterials,labourandT&Petc
requiredforpropercompletionofthework
as per (UPPWD SOR sl no. 273) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | First classbrickwork in1:4cement and
coarse sand of 1.25 FM mortar in
foundationandplinth includingsupplyof
allmaterials,labourandT&Petcrequired
forproper completionofwork (UPPWD
SOR sl. no. 6.1.1) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | 12mm thick plaster in1:4 incement and
coarse sand including including supplyof
materials, labour, tools, plants etc.
required for proper completion of the
work.(UPPWD SOR sl. no. 13.4.1) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Providingandlaying cementconcrete1:2
:4(1cement: 2C.sand:20gradedstone
aggregate20mmnominal size.) including
supplyofallmaterials,labourandT&Petc
requiredforpropercompletionofthework
(UPPWD SOR sl. no. 4.1.3) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Construction of granular sub-base by
providingwellgradedmaterial, spreading
in uniformlayerswithmotor grader on
preparedsurface,mixingbymix inplace
method with rotavator at OMC, and
compactingwith smoothwheel roller to
achieve the desired density complete as
per Technical Specification Clause 401. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Cementconcretepavementconstuctionof
un- reinforced, dowel jointdat expansion
and constuction joint only, plain cement
concrete pavement, thickness as pere
desing,overapreparedsubbase,eith43
grade cement or any other type as per
caluse1501,2.2M30(Grade), provisionof
contraction and expansion, constraction
joint applying debonding strips, primer
seailant, dowel bars, neer approaches to
bridge/ culvert and constuction joints,
bridge/ culvert and constuction joints,
admixtrue. all respects as analysis of rates | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | R.C.C. work in slab in1:2:4 in cement
coarse sand&20mmgrade stone grit
excluding supply of reinforcement but
includingcostofcenteringandshuttering
etc. all respects as pwd S.I. No. 5.1.3 | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
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