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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | ₹14.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.2 L+₹3,544.69 (0.25%)Rejected-Finance | ₹14.2 L+₹3,544.69 (0.25%) | L2 | Rejected-Finance L2 |
Tender Value
₹14.2 L
EMD Value
₹30,000
Closing Date
24 Mar 2026, 12:00 pmClosed
EE
RED GZB
Construction work of Interlocking from Dushyant son Rohtash house to Ramchandra plot in Agraula.
2026_REDUP_1125940_1
NIT - 1738 dt 12.01.2026 Tender 17
Open Tender
Civil Works
Percentage
120 days
Ghaziabad
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹30,000
Ghaziabad
11 Sept 2026
18 Mar 2026
25 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
18 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of old interlocking including stacking of old interlockng tile SI NO17.17 NEW Item | 293.25 | sqm | 35 | ₹10,263.75 |
| 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 27.33 | cum | 183.98 | ₹5,028.17 |
| 3 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.5M. In depth and earth work in embankment to be in 20 cm.layers including ramming and dressing the surface to required levels and slopes and also including 1.5M lift and 30M lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as directed by the Engineer incharge, exceeding Royallity,Where applicable for small work or abadi area SI NO 253(a)+231(a) cartage 4 th km | 369 | cum | 295.1 | ₹1,08,891.9 |
| 4 | Constructionof granular sub base by providing well graded material R.B.M/G.S.B Spreading in uniform layers with moter grader on prepared surface mix in place mathod with Rotavater at OMC at compecting with smooth wheeled Roller to achieve the desired density including cost of material. New item 20.35 | 90.63 | cum | 3,236 | ₹2,93,278.68 |
| 5 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 | 14.9 | cum | 6,685 | ₹99,606.5 |
| 6 | Plastering with cement mortar(1:4),12 mm thick on brickwork in sub structure as per Technical Specification Clauses 613.4 & 1204 | 118.7 | sqm | 225 | ₹26,707.5 |
| 7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 | 7.55 | cum | 7,930 | ₹59,871.5 |
| 8 | supply and laying 80 mm thick grey color precast cement concrete I shapped inter-locking paver blocks ISI mark to IS 15658-2006 with dimension 200x(160+120)mm of rubber mould through vibro compressive mechanism. The compressive strength of block not be less then 30 MPA and weight 4.5 kg per no. with a blanket layer of 3 cm thick fine sand etc. | 637.72 | sqm | 970 | ₹6,18,588.4 |
| 9 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R C C 1:1.5:3 | 1.44 | cum | 8,635 | ₹12,434.4 |
| 10 | Supply; fitting , and placing HYSD bar reinforcement (Fe-550) in Foundation and MS bars reinforcement (Fe-415) substructure complete as per drawing and technical specfications Clauses1002, 1005, 1010 and 1202. Reference to MORD Specfications 1000 SI No. 12.8
Unit= T | 1.24 | qtl | 8,469 | ₹10,501.56 |
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