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Tender ID
Tender Value
₹11.5 L
EMD Value
₹23,020
Closing Date
15 Mar 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
Vikash Bhawan
Block-Uruwa Gram Sidhwana mein Ram Kawal Master ke Ghar Tak CC Road Ka Nirman
2026_REDUP_1121779_46
2900/EE/RED/GKP/25-26 Date 07-02-26
Open Tender
Civil Works
Percentage
90 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹812
₹23,020
16 Sept 2026
8 Mar 2026
16 Mar 2026
8 Mar 2026
15 Mar 2026
8 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 | Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. As per SI No. 253 | 220.25 | cum | 95 | ₹20,923.75 |
| 2 | GSB Grade 1, Construction of granular sub-base by providing well graded material spreadig in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with smoth wheel rollar to achieve the desired density, complete as per MORD tenhnical speicification clause 401. | 41.25 | cum | 3,584.35 | ₹1,47,854.44 |
| 3 | WBM Grading -3, Providing and Laying spreding and compecting stone aggregates of specific sizes to Water Bond Macdom specification including sperdaing in uniform thickness hand packing rolling with smooth wheel rollor 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill -up the interstics of coarse aggergate watering and compecting to the required dencity Grading -3 as per MORD tenhnical speicification clause 405.3 | 41.63 | cum | 4,859.25 | ₹2,02,290.58 |
| 4 | Providing and Laying 125 micron Polythene Sheets | 555 | cum | 22.71 | ₹12,604.05 |
| 5 | Laying of C.C. slab consisting of 1:1.5:3 in cement,coarse sand & 20 mm gauge stone ballast, over prepared subgrade after its rectification & bringing it to proper camber and i/c supply of all materials,labour T&P etc. required for proper completion of work finished to required template as directed by E/I complete in all respect. SI No.-773 A | 83.25 | cum | 8,857.04 | ₹7,37,348.58 |
| 6 | Providing Contraction & Expansion Joint | 185 | cum | 35.42 | ₹6,552.7 |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 8000 m as per Technical Specification Clause 301.5 Sr. No.3.4 MORD 301.5 | 111 | cum | 155.42 | ₹17,251.62 |
| 8 | Providing & fixing& sighnboard etc. complete. | 1 | Nos. | 5,700 | ₹5,700 |
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