Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAdmitted-Finance E 78 VRUNDAVAN COTTAGE INDUSTRIAL PARK NR RAMOL TOLL PLAZA RAMOL ROAD RAMOL AHMEDABAD GUJARAT 382449 UDYAM GJ 01 0094364 24EAMPM2395J1Z8 R M | AHMADABAD | GUJARAT | 382449 | ₹23.5 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R S ENGINEERING WORKS L1 |
|---|---|---|---|---|
| 1.00Strengthening the headgear structure as per the structure stability test report recommendations to comply with DGMS violations through fabrication work using different sizes of MS material for safe and smooth winding operations at Pit No. 2, Pit No. 5, and Pit No. 6 under MSAM Colliery. (Inclusive of EPF/CMPF) | ||||
| 1.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 5,687.2 | Kgs | 120 ₹6.8 L |
| 1.02 | Structural Stability test of head gear structure of all 3 pits from NABL certified LAB incuding test report to mitigate violations | 3 | Nos | 60,000 ₹1.8 L |
| 1.03 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 250 | Square Meter | 1,900 ₹4.8 L |
| 1.04 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | 250 | Square Meter | 1,400 ₹3.5 L |
| 1.05 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. | 203.39 | Cubic Meter | 1,000 ₹2.0 L |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 156.2 | Cubic Meter | 915 ₹1.4 L |
| 1.07 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.95 | Cubic Meter | 12,000 ₹59,400 |
| 1.08 | Supplying and laying polythene sheet (125 micron) below RCC or PCC | 66 | Square Meter | 1,200 ₹79,200 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | 352 | Square Meter | 500 ₹1.8 L |
Updated dates
Tender Value
₹22.9 L
EMD Value
₹28,700
Closing Date
8 May 2026, 6:55 pmClosed
Area Engineer(E and M)
Office of the General Manager Pandaveswar Area , P.O. Pandaveswar, Dist.-Paschim Bardhaman, West Bengal-713346
Strengthening the headgear structure as per the structure stability test report recommendations to comply with DGMS violations through fabrication work using different sizes of MS material for safe and smooth winding operations at Pit No. 2, Pit No.
2026_ECL_358731_1
GM-PND/EandM/26-27/15/2020 dated 22/04/2026
Open Tender
Electrical and Maintenance Works
60 days
MSAM Colliery
Please refer Tender documents.
5 documents required · 5 mandatory
₹28,700
27 May 2026
24 Apr 2026
9 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
24 Apr 2026 - 27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Strengthening the headgear structure as per the structure stability test report recommendations to comply with DGMS violations through fabrication work using different sizes of MS material for safe and smooth winding operations at Pit No. 2, Pit No. 5, and Pit No. 6 under MSAM Colliery. (Inclusive of EPF/CMPF) | ||||||
| 1.01 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 5,687.2 | Kgs | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Structural Stability test of head gear structure of all 3 pits from NABL certified LAB incuding test report to mitigate violations | 3 | Nos | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work | 250 | Square Meter | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | 250 | Square Meter | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil. | 203.39 | Cubic Meter | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 156.2 | Cubic Meter | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.95 | Cubic Meter | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Supplying and laying polythene sheet (125 micron) below RCC or PCC | 66 | Square Meter | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | 352 | Square Meter | - | - | BI01010001010000000000000515BI0100001121 |
stage.html
html • 0.02 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 2.42 MB
Tendernotice_2.pdf
PDF • 2.78 MB
Tendernotice_3.pdf
PDF • 0.38 MB
BOQ_371609.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
