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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹12.3 L
EMD Value
₹12,300
Closing Date
7 Apr 2026, 3:00 pmClosed
EXECUTIVE ENGINEER UPSIC PRAYAGRAJ
EXECUTIVE ENGINEER UPSIC PRAYAGRAJ
Construction of C.C road from Nahar Marg towards Kisan Karyalay at Gram Makhdoompur in Assembly Chayal Kaushambi
2026_MSME_1132813_12
2344/UPSIC/PRYCIVIL/2026-27
Open Tender
Civil Works
Percentage
90 days
PRAYAGRAJ
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
EXECUTIVE ENGINEER UPSIC PRAYAGRAJ
₹12,300
7 Apr 2026
3 Apr 2026
7 Apr 2026
3 Apr 2026
7 Apr 2026
3 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 |
|---|---|---|---|---|---|
| 1 | E/w in cutting or in embankment in ordinary soil loamclay or sand as per Si. No.253 I/c upto 30m of site | - | cum | 267 | - |
| 2 | Excavation in foundation in ordinar soil ,loam clay or sand DSR NO.2.1 | - | cum | 98.3 | - |
| 3 | Concrete with 4.00 cm gauge stone ballast, fine sand and cement in proportion of 10:5:1 in foundation &under floors As per DSR NO. 4.1.11 | - | cum | 4,685.58 | - |
| 4 | M150 brick work with cement &coarse sand mortar in proportion of 1:4 As perDSR NO.6.1.1 | - | cum | 5,579.58 | - |
| 5 | Construction of Granuler sub base by providing well graded material spreding in unoiform layer with mortar grader on prepaired surface mixing by mix in place method with rotavater At OMC and complacing with smooth wheel roller to achieved the desired density complete item As Per Clause 401 | - | cum | 2,184.76 | - |
| 6 | P/Laying, spreading & comacting stone aggregates of specific size to WBM specification incl. spreading in uniform thickness, hand packing rolling with three wheel 80-100 KN static roller in stage to proper grade & camber applying and brooming stone screening to fill up the interstics of C/aggregate, watering & compacting to required density Grade-3 as per tech. specification clause 405 | - | cum | 3,749.2 | - |
| 7 | Construction of un-reinforce,and Expansion joint construction joints only pcc pavement thickness as per design over a prepared subbase, with 43 grade cement or any other type as clause 1501.2.2 m-30 grade coarse and fine aggregate confirming to is 383 maximum size of coarse aggregate not exeding 25 mm mixed in a concrete mixer of not less than 0.20 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork and fixing of 125 micron polytheen film including the levelling the formwork as per drawing spreading the concrete with shovel,rakes, compacting using needle, screed and plate vibraters and finished in continious operation including provision of contraction and expansion joints applying primer and curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501. | - | Sqm | 7,600 | - |
| 8 | S/F of granite of as per approved drawing... | - | Job | 5,000 | - |
| 9 | site photographs | - | job | 500 | - |
| 15 | GST @ 18% and Electric Connection Charge Rs. 10508/- Extra | - | - | - | - |
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