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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.1 LAdmitted-Finance D 502 SHIVILOK COLONY RAIPUR ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | -1.25% | ₹17.1 L | L1 | Admitted-Finance |
| 2 | L2₹17.1 LAdmitted-Finance | -0.80% | ₹17.1 L | L2 | Admitted-Finance |
| 3 | L3₹17.2 LAdmitted-Finance | -0.70% | ₹17.2 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical documents are not correct |
Updated dates
Tender Value
₹17.3 L
EMD Value
₹1.7 L
Closing Date
25 Apr 2026, 2:00 pmClosed
Executive Officer
Nagar Palika Parishad Modinagar
WARD NO. 08 MOH. SHASTRINAGAR ME ABHIJIT KE MAKAN SE SHYAM ELECTRONIC KI FACTORY TAK VA SURENDAR SE BHUPENDRA KE MAKAN TAK VA ANIL SE ASHOK TAK INTERLOCKING KA NIRMAN KARY
2026_DOLBU_1136088_4
38/NPPM/15va/ETender/2026
Open Tender
Civil Works
60 days
Modinagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,124
Executive Officer
₹1.7 L
25 May 2026
13 Apr 2026
25 Apr 2026
13 Apr 2026
25 Apr 2026
13 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 |
|---|---|---|---|---|---|---|
| 1 | Earthwork in cutting or in embankment in ordinary soil with Cartage of earth from 8 Km as per si no 253(a) , 261© | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Construction of granular sub base by providing well 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 vibratory roller to achive desire density complete as per technical specification clause as per MORD 401 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | concrete work in 1:6:12 Cement, c/ sand, and 40 mm brick ballast including supply of all materials, labour , T & P etc. As per S.I.No 273 | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | M-150 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Supply and Laying of 80 mm thick precast cement concrete I- shaped interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120)mm O.P. cement, smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 30MPA (M-30) and weight 5.0 Kg per no . confirming to IS:15658-2006 including all and i/c 4cm sand layer | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | R.C.C Work 1:1.5:3 in cement c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage. Bend hooks, and authorised overlapping shall be measured and including cost of bindng wire. | - | qtl | - | - | BI01010001010000000000000515BI0100001129 |
| 8 | 12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a) | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 9 | P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 10 | Supply and fixing of Granite stone with complete work details engraved | - | Nos | - | - | BI01010001010000000000000515BI0100001129 |
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