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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-Finance VILLAGE PIPRA MEDHAU POST KASEILA MANSARTIKA DISTRICT BASTI UTTAR PRADESH | ₹9.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹9.6 LAccepted-Finance | ₹9.6 L | L2 | Accepted-Finance L2 |
| 3 | L3₹9.6 LAccepted-Finance | ₹9.6 L | L3 | Accepted-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹96,000
Closing Date
27 Mar 2026, 1:00 pmClosed
EO
NP DHARMSINGHWA SKN
NP DHARMSINGHWA KE ANTARGAT WARD 9 RAM KEWAL MADHYESHIA KE GHAR SE HARDIS DAFALI KE GHAR MARG PAR CC RAOD EVM RCC NALI KA NIRMAN KARYA
2026_DOLBU_1122828_3
N403/npdh/2025-26
Open Tender
Civil Works
180 days
NP DHARMSINGHWA SKN
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,200
Yes
EO
₹96,000
Yes
4 Apr 2026
9 Mar 2026
27 Mar 2026
9 Mar 2026
27 Mar 2026
9 Mar 2026
NP DHARMSINGHWA KE ANTARGAT WARD 9 RAM KEWAL MADHYESHIA KE GHAR SE HARDIS DAFALI KE GHAR MARG PAR CC RAOD EVM RCC NALI KA NIRMAN KARYA.
Excavation of Foundation in ordinary soil including lift up to 1.50 meter and lead up to 30 m including filling, watering and ramming of excavated earth into the trench or into the plinth and removal and disposal of surplus earth as directed by E/I as per SI No-251.
P.C.C.in 1:4:8 cement fine sand with 40mm gauge Stone ballast.
M150 Sub class A brick work in 1:4 cement and sand mortar in Brick Work including supply of all material, labour T&P etc required for completion of the work as per SI No. 305
Earth work cutting/Filling in road embankment or in ordinary soil with cartege i/c all etc.
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.
Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller and fill up the interstices of coarse aggregate, watering and compacting to the required dencity G-3 as per TSC 405.3
S/Laying of 125 micron polytheen seat under the concrete slab for CC Road.
Laying C.C. Road slab consisting of 1:1½:3 cement, coarse sand & approved 20mm. Gauge stone ballast, over prepared sub grade after its rectifications & bringing it to proper camber & including supply of all materials, labour and T & P etc. required for proper completion of work, finished to required templete as directed by Engineer-In-Charge but excluding cost of required for rectification of the sub grade.
RCC works with cement, approved coarse sand and 20 mm gauge approved stone ballast in the proportion 1:1½:3 in Drain slab excluding the supply of reinforcement and its bending but including its bending supply of the all materials, labour T&P etc. as per S.I No.284 A
Milde steel or iron in plain work such as reinforcement concrete brick work to required shape as necessary including bending for completion of work and including supply of Tor steel its wastage bend hooks and authorized overlapping shl be measured upto floor two level as per S.I No 504
Sopply and Fixing of granite Inogration Stone and sign board .
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