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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC SHIVNANDANPUR SHANTINAGAR VISHRAMPUR SURAJPUR CHHATTISGARH 497226 | VISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | ₹15.5 L Quoted ₹13.1 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹13.6 LRejected-Finance | ₹13.6 L | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹15.4 LRejected-Finance BAIKUNTHPUR TALWAPARA VILLAGE CHHIND DAND KOREA CHHATTISGARH 497335 | BAIKUNTHPUR | KOREA | CHHATTISGARH | 497335 | ₹15.4 L | L3 | Rejected-Finance Not Being L1 |
Tender Value
₹28.4 L
EMD Value
₹35,600
Closing Date
9 Apr 2026, 5:00 pmClosed
Staff Officer (Civil)
GM office SECL Bishrampur Area
Repairing of Approach road to Weight bridge No 5 in front of sub station at Amgaon OCP of Bishrampur Area For Monsoon prepration
2026_SECL_357622_1
GM/BSPR/Civil/e-tender/ 2025-26/73 Dt.27.03.2026
Open Tender
Civil Works - Others
60 days
Bishrampur Area
As per NIT and GCC
3 documents required · 3 mandatory
₹35,600
30 Apr 2026
28 Mar 2026
10 Apr 2026
28 Mar 2026
9 Apr 2026
30 Mar 2026
28 Mar 2026 - 2 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 |
|---|---|---|---|---|---|
| 1Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300 (Analysis as per standard analysis book for road work-3.6-P/52).(For road portion) | |||||
| 2Granular Sub Base as per Table 400-1. Construction of Granular Sub Base by providing Close Graded matterial carriege of mixed matterial to work site spreading in uniform layer with motor Grader on prepared surface watering rolling and Compacting with vibratory power roller at OMC to achieve the desired density complete as per clouse 401. A Plant Mix Method (with Mechanically crushed stone Only) for grading-III Material.(For road portion) | |||||
| 3Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, finishing and curing as per clause 601 of specification complete in all respect (MPPWD Road2017 ,it. No.6.1).(For road portion) | |||||
| 4Providing and laying cement concrete for plain concrete/reinforced concrete i/c. form work, shuttering complete in as per drawing and specification by mix prepared in batching and mixing plant and transported to site with transit mixer and laying with concrete pump.(for village roads) P.C.C M-25( Analysis as per standard analysis book for road work-12.8.B-P/336).(For road portion) | |||||
| 5Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge - All kinds of soil (For hume pipe) | |||||
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : 1:3 6 (1 cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size).(For hume pipe) | |||||
| 7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).(For hume pipe) | |||||
| 8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level : 1:1½:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size).(For hume pipe) | |||||
| 9Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (For hume pipe) | |||||
| 10Supplying and laying of NP-4 RCC hume pipe 900mm dia with transporting and placing in suitable place all complete job as per instruction of E-I-C.(For hume pipe) | |||||
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