Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC FIRST FLOOR HOUSE 01 GAGAN VIHAR PHASE 01 GURAIYA CHHINDWARA DISTT CHHINDWARA M P PIN 480001 | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480001 | L1 | Accepted-AOC Bidder is L1 and has quoted lowest item rates overall | |
| 2 | L2₹9.0 L+₹1.5 L (19.7%)Rejected-Finance CHOUKI MOHALLA PO PARASIA DISTT CHHINDWARA M P | CHHINDWARA | MADHYA PRADESH | 480441 | L2 | Rejected-Finance Quoted higher rate | |
| 3 | L3₹9.0 L+₹1.5 L (19.7%)Rejected-Finance SEHORE SEHORE 466001 INDIA | SEHORE | SEHORE | MADHYA PRADESH | 466001 | L3 | Rejected-Finance Quoted higher rate | |
| 4 | L4₹9.2 L+₹1.7 L (23.0%)Rejected-Finance | L4 | Rejected-Finance Quoted higher rate | |
| 5 | L5₹9.6 L+₹2.1 L (28.2%)Rejected-Finance PARTALA ISHA NAGAR RESIDENCY PARTALA DISTT CHHINDWARA M P PIN NO 480001 | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480001 | L5 | Rejected-Finance Quoted higher rate |
Tender Value
₹17.0 L
EMD Value
₹21,300
Closing Date
24 Mar 2026, 6:00 pmClosed
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Repairing and Renovation of Canteen Building at Mahadevpuri UG Mine Under Newton Sub Area of Pench Area.
2026_WCL_356613_1
pe3350-civ-s-e092-2025-26
Open Tender
Civil Works - Buildings
Percentage
60 days
NEWTON SUB-AREA
As Per NIT
3 documents required · 3 mandatory
₹21,300
7 Apr 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
24 Mar 2026
14 Mar 2026
13 Mar 2026 - 17 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 roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos Cement sheet | 105 | Sqm | 44.3 | ₹4,651.5 |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | 18 | Cum | 1,153.7 | ₹20,766.6 |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 2 | Cum | 1,990.7 | ₹3,981.4 |
| 4 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below | 8 | each | 211.65 | ₹1,693.2 |
| 5 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.02 | Cum | 1,364.55 | ₹4,116.57 |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 205 | sqm | 30.9 | ₹6,334.5 |
| 7 | Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5.6 | Cum | 8,540.45 | ₹47,826.52 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinthlevel. Cold twisted bars | 450 | Kg | 91.7 | ₹41,265 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 45 | Sqm | 478.5 | ₹21,532.5 |
| 10 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand) | 43 | Cum | 6,164.15 | ₹2,65,058.45 |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 1.97 MB
BOQ_369473.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .